National Buildings Construction Corporation Limited - Jharkhand

33867196 tender for construction of boundary / security wall, provision of irrigation line, kiosks and drainage system, construction of footpath and horticulture work, outdoor lighting system and security camera net work, floats and plumbing work for musical floating fountain, nozzles and electrification work for musical floating fountain, sound system and lighting work for musical floating fountain, open gazebo seating area etc....

Central Coalfields Limited - Jharkhand

33824110 day to day maintenance of different types of pumps including new spare parts as dsm 3 pump ( 4 nos. ) and dsm 2 pump ( 2nos. ) installed at candd pump house, g.m. office ( fountain ) pump and asnapani colony fountain pump under g.m. unit, kathara ...

Damodar Valley Corporation - Jharkhand

33436844 development of park by providing water fountain and i love btps signage in front of compressor house building and providing boundary wall in back side of sangam park. => limited...

Drinking Water And Sanitation Department - Jharkhand

33032353 13. renovation of 2 nos. fountain with gloosy wall tiles, rgb led lights, nozzals and installation of 80/40 liter chilled ro and its allied work at honble ex. cm residence, old cercuit house, circular road, ranchi under d.w. & s. division, gonda ranchi....

Rural Development - Jharkhand

32678896 tender for supply of office stationery items lever arch file big size (saya/ambesador/kea),cobra file hard cover (lzen/saya/kea),fly leaf file with cloth patti inside good quality,dak dispatch register 1 quire,dak rceipt register 1 quire,register ruled cut bond 1 quire(ajanta/maruti/goyal),register ruled fancy 1 quire(ajanta/milian/navnnet/classmate/accord)bond ppaera4 size 100gsm, 100 pages,cash book (2 quire),attendence regoster (no 2),plastic folder button file (kent ks 209 7fc),plastic folder button file double sided (ken mcb215) plastic folder btton file 16mm,plasti folder button file maximum prise rs 10),plasticfolder button file (kea kw815f),pen (reynolds jetter classic ball pen ), pen (reynolds liquismooth 0 ball pen),pen (ball pen mrp) pen (ball pen rs 10) (cello/lonc/reynolds/rorto),pen (parker vector standard ball pen)pen (parker beta premium fountain pen),pen (luxor pilot hi tec point v7) etc....

Drinking Water And Sanitation Department - Jharkhand

32534073 e quotation for rate of materials for schedule rate jharkhand under d w and s division, medininagar 2022 23.= 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( v ) 40 mm 120 ( vi ) 50 mm 121 ( vii ) 65 mm 122 ( viii ) 80 mm 123 ( ix ) 100 mm 124 ( x ) 125 mm 125 ( xi ) 150 mm 126 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 127 ( i ) 20 mm 128 ( ii ) 25 mm 129 ( iii ) 32 mm 130 ( iv ) 40 mm 131 ( v ) 50 mm 132 ( vi ) 65 mm 133 ( vii ) 80 mm 134 ( viii ) 100 mm 135 ( ix ) 125 mm 136 ( x ) 150 mm 137 [ g ] union socket of the following sizes 138 ( i ) 15 mm 139 ( ii ) 20 mm 140 ( iii ) 25 mm 141 ( iv ) 32 mm 142 ( v ) 40 mm 143 ( vi ) 50 mm 144 ( vii ) 65 mm 145 ( viii ) 80 mm 146 ( ix ) 100 mm 147 ( x ) 125 mm 148 ( xi ) 150 mm 149 [ h ] plugs of the following sizes 150 ( i ) 15 mm 151 ( ii ) 20 mm 152 ( iii ) 25 mm 153 ( iv ) 32 mm 154 ( v ) 40 mm 155 ( vi ) 50 mm 156 ( vii ) 65 mm 157 ( viii ) 80 mm 158 ( ix ) 100 mm 159 ( x ) 125 mm 160 ( xi ) 150 mm 161 [ i ] jam nuts of the following sizes 162 ( i ) 15 mm 163 ( ii ) 20 mm 164 ( iii ) 25 mm 165 ( iv ) 32 mm 166 ( v ) 40 mm 167 ( vi ) 50 mm 168 ( vii ) 65 mm 169 ( viii ) 80 mm 170 ( ix ) 100 mm 171 ( x ) 125 mm 172 ( xi ) 150 mm 173 [ j ] g.i. nipple of the following sizes 174 ( i ) 15 mm dia x 100 mm long 175 ( ii ) 20 mm dia x 100 mm long 176 ( iii ) 25 mm dia x 100 mm long 177 ( iv ) 32mm dia x 100 mm long 178 ( v ) 40 mm dia x 100 mm long 179 ( vi ) 50 mm dia x 100 mm long 180 ( vii ) 65 mm dia x 100 mm long 181 ( viii ) 80 mm dia x 100 mm long 182 ( ix ) 100 mm dia x 100 mm long 183 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 184 ( i ) 15 mm dia 185 ( ii ) 20 mm dia 186 ( iii ) 25 mm dia 187 ( iv ) 32 mm dia 188 ( v ) 40 mm dia 189 ( vii ) 65 mm dia 190 mirrors ( m931 ) 191 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 192 ( b ) do 450 mm x 300 mm do 193 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 194 ( b ) do 450 mm x 125 mm do 195 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 196 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 197 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 198 c.p. liquid soap solution holder ( m935 ) 199 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 200 ( a ) 580 mm long 201 ( b ) 510 mm long 202 ( c ) 450 mm long 203 ( d ) 510 mm long white glazed fiber i.w.c 204 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 205 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 206 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 207 ( b ) 10.0 liters capacity p.v.c. low design cistern 208 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 209 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 210 ( c ) black / white plastic seat for e.w.c do as above. 211 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 212 ( b ) do squatting small 450 mm x 350 mm 213 ( c ) do squatting large 600 mm x 350 mm 214 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 215 ( e ) partition plate for urinal 25 x 13 size 216 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 217 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 218 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 219 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 220 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 221 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 222 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 223 drain board. ( m944 ) 224 ( a ) 600 mm x 450 mm ( 24 x 18 ) 225 ( b ) 525 mm x 450 mm ( 21 x 18 ) 226 h.c.i. pipes ( m945 ) 227 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 228 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 229 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 230 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 231 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 232 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 233 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 234 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 235 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 236 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 237 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 238 ( l ) 150 mm dia single socket 3 0 with ear 239 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 240 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 241 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 242 ( p ) 150 mm dia single socket 2 0 with ear 243 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 244 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 245 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 246 ( t ) 150 mm dia single socket 247 h.c.i. fittings. ( m946 ) 248 ( i ) plain bend of following size 249 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 250 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 251 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 252 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 253 ( ii ) bend with door with following size 254 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 255 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 256 ( c ) 100 mm dia do 5.5 kg 257 ( d ) 150 mm dia do 258 ( iii ) single junction with door of followings sizes. 259 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 260 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 261 ( c ) 100 mm dia do 9.50 kg 262 ( d ) 150 mm dia do 263 ( iv ) double junction with door of following sizes. 264 ( a ) 50 mm dia do 4.5 kg 265 ( b ) 80 mm dia do 7.00 kg 266 ( c ) 100 mm dia do 13.00 kg 267 ( d ) 150 mm dia do 268 ( v ) heel rest bend of following sizes 269 ( a ) 50 mm dia 270 ( b ) 80 mm dia 271 ( c ) 100 mm dia 272 ( d ) 150 mm dia 273 ( vi ) cowel of following sizes 274 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 275 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 276 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 277 ( d ) 150 mm dia do 278 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 279 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 280 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 281 ( x ) pass over 50 mm x 150 mm for 50 mm projection 282 ( xi ) do 100 mm x 150 mm for 100 mm projection 283 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 284 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 285 ( xiv ) h.c.i. offset 80 mm projection of the following size 286 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 287 ( b ) 80 mm dia do 3.50 kg 288 ( c ) 100 mm dia do 5.00 kg 289 ( d ) 150 mm dia do 290 ( xv ) h.c.i. socket of following sizes 291 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 292 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 293 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 294 ( d ) 150 mm dia ( weight without ear ) do 295 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 296 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 297 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 298 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 299 c.i. bracket pair for w.h.b. ( m948 ) 300 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 301 ( b ) do for 12.5 liter cistern 302 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 303 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 304 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 305 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 306 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 307 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 308 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 309 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 310 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 311 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 312 pig lead ( m953 ) 313 yarn ( m954 ) 314 rubber gasket for c.i pipe of good quality ( m955 ) 315 ( a ) 80 mm 316 ( b ) 100 mm 317 ( c ) 125 mm 318 ( d ) 150 mm 319 ( e ) 200 mm 320 ( f ) 250 mm 321 ( g ) 300 mm 322 ( h ) 350 mm 323 ( i ) 400 mm 324 ( j ) 450 mm 325 ( k ) 500 mm 326 ( l ) 600 mm 327 ( m ) 700 mm 328 ( n ) 750 mm 329 ( o ) 800 mm 330 ( p ) 900 mm 331 ( q ) 1000 mm 332 ( r ) 1200 mm 333 cotton waste ( m956 ) 334 asbestos suta ( gland packing ) ( m957 ) 335 solvent cement ( m958 ) 336 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 337 cp & pvc fitting ( m960 ) 338 ( i ) 32 mm dia c.p. waste 339 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 340 ( iii ) 40 mm dia c.p. waste 341 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 342 ( v 100 mm dia steel jali 343 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 344 ( vii ) 50 mm dia pvc pipe with coupling 345 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 346 ( i ) pillar cock ( isi ) 347 ( ii ) pillar cock ( long neck ) 348 ( iii ) bib cock ( isi ) 349 ( iv ) bib cock ( long thread ) 350 ( v ) angular stop cock 351 ( vi ) angular stop cock ( long thread ) 352 ( vii ) concealed stop cock reduce ( isi ) 353 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 354 ( ix ) long body bib cock 355 ( x ) swan neck tap with left hand operating knob 356 ( xi ) central hole basin mixer ( best quality ) 357 ( xii ) wall mixer with telephonic shower arrangement 358 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 359 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 360 ( xv ) sink mixer with swinging casted spout 361 ( xvi ) sink cock with swinging casted spout 362 ( xvii ) 4 way diverter for concealed fittings 363 ( xviii ) pressure adjustable shower with revolving joint 364 ( xix ) telephone shower with flexible pipe 365 ( xx ) flush cock with wall flange ( 25 mm ) 366 ( xxi ) towel rail 24 367 ( xxii ) towel ring 368 ( xxiii ) soap dish 369 ( xxiv ) tumbler holder 370 ( xxv ) toilet paper holder 371 ( xxvi ) glass shelf 22 372 ( xxvii ) corner glass shelf with bracket 373 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 374 c.i special & pvc pipes ( m962 ) 375 1. c.i double shocketted fittings bend such as bend, tee, taper, 376 ( a ) 80 200 mm 377 ( b ) 250 700 mm 378 ( c ) 700 1000 mm 379 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 380 ( a ) 80 200 mm 381 ( b ) 250 700 mm 382 ( c ) 700 1000 mm 383 spare parts of hand pump 384 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 385 rcc esr ( m1030 ) 386 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 387 notes 388 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 389 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 390 for design having more than 6 columns, suitable bracing is obligatory. 391 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 392 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 393 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 394 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 395 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 396 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 397 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 398 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 399 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 400 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 401 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 402 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 403 12 to 16 m staging 2% per metre 404 16 to 20 m staging 3% per metre 405 20 m and above 4% per metre 406 for 17 m staging height, percentage calculation will be like below : 407 12 to 16 m 4 x 2 = 8% 408 16 & 17 m 1 x 3% = 3% total = 11% 409 for 21 m staging height, percentage calculation will be like below : 410 12 to 16 m 4 x 2 = 8% 411 16 to 20 m 4 x 3% = 12% 412 20& 21 m 1 x 4% = 4% total = 24% 413 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 414 notes 415 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 416 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 417 rates for rcc esrs 418 upto 25, 000 litres 419 cost of 25, 000 litres capacity 420 add for capacity above 25, 000 upto 50, 000 litres 421 cost of 50, 000 litres capacity 422 add for capacity above 50, 000 upto 75, 000 litres 423 cost of 75, 000 litres capacity 424 add for capacity above 75, 000 upto 1, 00, 000 litres 425 cost of 1, 00, 000 litres capacity 426 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 427 cost of 1, 50, 000 litres capacity 428 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 429 cost of 2, 00, 000 litres capacity 430 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 431 cost of 2, 50, 000 litres capacity 432 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 433 cost of 3, 00, 000 litres capacity 434 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 435 cost of 4, 00, 000 litres capacity 436 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 437 cost of 5, 00, 000 litres capacity 438 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 439 cost of 7, 50, 000 litres capacity 440 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 441 cost of 10, 00, 000 litres capacity 442 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 443 cost of 15, 00, 000 litres capacity 444 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 445 cost of 20, 00, 000 litres capacity 446 rcc gsr and sump ( m1031 ) 447 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 448 anti –termite treatment shall be given for under ground portion of the structure. 449 notes 450 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 451 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 452 entire structure shall be in m 300 only. 453 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 454 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 455 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 456 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 457 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 458 cost of pump house is not included in these rates. 459 above rates are applicable for seismic zones 2, 3 and 4. 460 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 461 10% shall be added for sump if over head pump house is proposed. 462 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 463 rates for rcc gsrs and sumps 464 upto 25, 000 litres 465 cost of 25, 000 litres capacity 466 add for capacity above 25, 000 upto 50, 000 litres 467 cost of 50, 000 litres capacity 468 add for capacity above 50, 000 upto 75, 000 litres 469 cost of 75, 000 litres capacity 470 add for capacity above 75, 000 upto 1, 00, 000 litres 471 cost of 1, 00, 000 litres capacity 472 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 473 cost of 1, 50, 000 litres capacity 474 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 475 cost of 2, 00, 000 litres capacity 476 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 477 cost of 3, 00, 000 litres capacity 478 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 479 cost of 5, 00, 000 litres capacity 480 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 481 cost of 10, 00, 000 litres capacity 482 addforcapacityabove10, 00, 000upto15, 00, 000 litres 483 cost of 15, 00, 000 litres capacity 484 add for capacity above 15, 00, 000 litres 485 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 486 unconventionalwater treatment plant ( m1032 ) 487 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 488 aeration fountain 489 inlet arrangements 490 mixing channel with ventury flume and flow measuring arrangement 491 inlet channel 492 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 493 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 494 rapid sand gravity filters all valve shall be glandless. 495 filter house 496 chemical house 497 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 498 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 499 tcl solution tank with mixing, carrying and dosing arrangement with piping. 500 bypass arrangement 501 external and internal electrification 502 laboratory equipments 503 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 504 wash water pumps with 100% standby 505 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 506 pure water sump of capacity equal to 1 hourpumping capacity. 507 pure water pump house over the sump / by the side of sump. 508 drainage arrangements 509 alum store 510 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 511 these rates are applicable for seismic zones 2, 3 and 4. 512 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 513 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 514 unconventional treatment plants less than 1 mld capacity shall not be constructed. 515 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 516 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 517 unconventional water treatment plant 518 fixed cost for 1 mld 519 add for capacity above 1 mld upto 2 mld 520 cost of 2 mld treatment plant 521 add for capacity above 2 mld upto 3 mld 522 cost of 3 mld treatment plant 523 conventionalwater treatment plant ( m1033 ) 524 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 525 aeration fountain plan are a not less than 0.625 square metre per mld 526 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 527 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 528 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 529 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 530 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 531 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 532 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 533 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 534 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 535 chemical house in two storeys 536 ground floor to accommodate 7 days alum requirement and sundry storage. 537 first floor to accommodate alum and lime tanks.etc. 538 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 539 pure water sump and sump house. 540 capacity of sump – one hour of designed flow. 541 pump house pump house of required size over the sump or by the side. 542 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 543 vacuum feed type chlorinators make tobe approved by mjp. 544 conforming to i.s. 10533 a part ii 1983 545 rate for withdrawal 546 temperature kg. of chlorine discharge degree c per day ( cylinders ) 547 45 67 tonnes 548 10 6.359.50 110 549 15 10.75 16.10130 550 20 14.50 21.24254 551 27&above18.70 28.12315 552 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 553 100% standby shall be provided. 554 by pass arrangements c.i. or m.s. pipes. 555 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 556 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 557 drainage arrangements – rcc pipes up to plot boundary. 558 electrical installation – both internal and external including entire plant area. 559 laboratory equipment –as per requirement ( to be specified during tendering ) . 560 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 561 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 562 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 563 all pipes condutes channels with20%overloading 564 these rates are applicable for seismic zones 2, 3 and 4. 565 all rcc structures shall be constructed in m 300. 566 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 567 conventional water treatment plant 568 above3 mld to upto 5 mld 569 cost of 5 mld treatment plant 570 add for capacity above 5mld upto 10 mld 571 cost of 10 mld treatment plant 572 add for capacity above 10 mld upto20 mld 573 cost of 20 mld treatment plant 574 add for capacity above 20 mld upto 50 mld 575 cost of 50 mld treatment plant 576 add for capacityabove 50 mld upto 100 mld 577 cost of 100 mld treatment plant 578 add for capacity above 100 mld 579 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 580 300 mm dia for gpt 581 400 mm dia for hygpt 582 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 583 from 0 50 meter 584 from 51 125 meter 585 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 586 drillig upto 30 mtr depth below g. l. in rural area 587 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 588 trenchless ( m1038 ) 589 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 590 from 900 mm to 1000 mm dia 591 in soft soil 592 in hard soil 593 in sandy soil 594 in stone soil 595 from 1000 mm to 1200 mm dia 596 in soft soil 597 in hard soil 598 in sandy soil 599 in stone soil 600 above 1200 mm to 1500 mm dia 601 in soft soil 602 in hard soil 603 in sandy soil 604 in stone soil 605 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 606 upto 300 mm dia 607 in soft soil 608 in hard soil 609 in sandy soil 610 in stone soil 611 above300 mm to 450 mm dia 612 in soft soil 613 in hard soil 614 in sandy soil 615 in stone soil 616 above 450 mm to 600 mm dia 617 in soft soil 618 in hard soil 619 in sandy soil 620 in stone soil 621 above 600 mm to 900 mm dia 622 in soft soil 623 in hard soil 624 in sandy soil 625 in stone soil 626 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 627 upto 300 mm dia 628 in soft soil 629 in hard soil 630 in sandy soil 631 in stone soil 632 above300 mm to 450 mm dia 633 in soft soil 634 in hard soil 635 in sandy soil 636 in stone soil 637 above 450 mm to 600 mm dia 638 in soft soil 639 in hard soil 640 in sandy soil 641 in stone soil 642 above 600 mm to 900 mm dia 643 in soft soil 644 in hard soil 645 in sandy soil 646 in stone soil 647 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 648 without byepass arrangement pn 1 649 50 mm 650 65 mm 651 80 mm 652 100 mm 653 125 mm 654 150 mm 655 200 mm 656 250 mm 657 300 mm 658 350 mm 659 400 mm 660 450 mm 661 500 mm 662 600 mm 663 700 mm 664 750 mm 665 800 mm 666 900 mm 667 1000 mm 668 1100 mm 669 1200 mm 670 with byepass arrangement pn 1 671 50 mm 672 65 mm 673 80 mm 674 100 mm 675 125 mm 676 150 mm 677 200 mm 678 250 mm 679 300 mm 680 350 mm 681 400 mm 682 450 mm 683 500 mm 684 600 mm 685 700 mm 686 750 mm 687 800 mm 688 900 mm 689 1000 mm 690 1100 mm 691 1200 mm 692 without byepass arrangement pn 1.6 693 50 mm 694 65 mm 695 80 mm 696 100 mm 697 125 mm 698 150 mm 699 200 mm 700 250 mm 701 300 mm 702 350 mm 703 400 mm 704 450 mm 705 500 mm 706 600 mm 707 with byepass arrangement pn 1.6 708 50 mm 709 65 mm 710 80 mm 711 100 mm 712 125 mm 713 150 mm 714 200 mm 715 250 mm 716 300 mm 717 350 mm 718 400 mm 719 450 mm 720 500 mm 721 600 mm 722 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 723 with byepass arrangement pn 1 724 50 mm 725 65 mm 726 80 mm 727 100 mm 728 125 mm 729 150 mm 730 200 mm 731 250 mm 732 300 mm 733 350 mm 734 400 mm 735 450 mm 736 500 mm 737 600 mm 738 700mm 739 750 mm 740 800 mm 741 900 mm 742 1000 mm 743 1100 mm 744 1200mm 745 without byepass arrangement pn 1 746 50 mm 747 65 mm 748 80 mm 749 100 mm 750 125 mm 751 150 mm 752 200 mm 753 250 mm 754 300 mm 755 350 mm 756 400 mm 757 450 mm 758 500 mm 759 600 mm 760 700mm 761 750 mm 762 800 mm 763 900 mm 764 1000 mm 765 1100 mm 766 1200mm 767 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 768 without byepass arrangement pn 1.6 769 50 mm 770 65 mm 771 80 mm 772 100 mm 773 125 mm 774 150 mm 775 200 mm 776 250 mm 777 300 mm 778 350 mm 779 400 mm 780 450 mm 781 500 mm 782 600 mm 783 700mm 784 750 mm 785 800 mm 786 900 mm 787 1000 mm 788 1100 mm 789 1200mm 790 with byepass arrangement pn 1.6 791 50 mm 792 65 mm 793 80 mm 794 100 mm 795 125 mm 796 150 mm 797 200 mm 798 250 mm 799 300 mm 800 350 mm 801 400 mm 802 450 mm 803 500 mm 804 600 mm 805 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) 806 dia 06 inch ( 150 mm ) 807 id 153 mm od 167 mm 808 screen thickness 07 mm 809 slot 1.00 mm 810 moc lowcarbon galvenised steel 811 length 5 mtr. 812 dia 08 inch ( 200 mm ) 813 id 205 mm od 221mm 814 screen thickness 08 mm 815 slot 1.00 mm 816 moc lowcarbon galvenised steel 817 length 5 mtr. 818 dia 10 inch ( 250 mm ) 819 id 256 mm od 276mm 820 screen thickness 10 mm 821 slot 1.00 mm 822 moc lowcarbon galvenised steel 823 length 5 mtr. 824 dia 12 inch ( 300 mm ) 825 id 306 mm od 326 mm 826 screen thickness 10 mm 827 slot 1.00 mm 828 moc lowcarbon galvenised steel 829 length 5 mtr. 830 dia 14 inch ( 350 mm ) 831 id 338 mm od 363 mm 832 screen thickness 12.5 mm 833 slot 1.00 mm 834 moc lowcarbon galvenised steel 835 length 5 mtr. 836 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 837 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 838 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 839 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 840 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 841 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 842 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 843 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 844 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 845 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 846 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 847 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 848 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 849 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 850 packaged lamella clarified type wtp with mgf capacity in mld. 851 0.2 852 0.3 853 0.4 854 0.5 855 0.6 856 pumps ( m1055 ) 857 supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 858 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 859 1 h.p. 860 1.5hp 861 2 hp 862 2.5 hp 863 3.0 hp 864 4.0 hp 865 5.0 hp 866 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 867 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 868 1.5 hp 869 2.0 hp 870 3.0 hp 871 4.0 hp 872 5.0 hp 873 6.0 hp 874 7.5 hp 875 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 876 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 877 8.0 hp 878 9.0 hp 879 10.0 hp 880 11.0 hp 881 12.5 hp 882 15.0 hp 883 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 884 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 885 17.5 hp 886 20.0 hp 887 25 hp 888 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 889 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 890 2 ) for 150 mm dia energy efficient pumps add as below 891 a. up to 8 stages : 3% on supply rate 892 b. up to 12 stages : 4% on supply rate 893 c. up to 15 stages : 5% on supply rate 894 pressure gauge ( m1056 ) 895 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 896 pressure gauge ( 100 mm dia ) 897 pressure gauge ( 150 mm dia ) 898 vacuum / combination gauge 899 supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 900 vacuum / combination gauge – 100 mm dia 901 vacuum / combination gauge – 150 mm dia 902 lifting equipment ( m1057 ) 903 chain pulley block 904 supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 905 1 tonne capacity 906 2 tonne capacity 907 3 tonne capacity 908 hand operated circular or rectangular travelling crane ( single girder ) 909 supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 910 3 tonne capacity 911 up to 5 m span 912 above 5 m up to 6 m span 913 above 6 m up to 8 m span 914 5 tonne capacity 915 up to 5 m span 916 above 5 m up to 6 m span 917 above 6 m up to 8 m span 918 above 8 m up to 10 m span 919 electric operated circular or rectangular travelling crane ( single girder ) 920 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 921 5 tonne capacity 922 above 6 m up to 8 m span 923 above 8 m up to 10 m span 924 7.5 tonne capacity 925 above 6 m upto 8 m span 926 above 8 m up to 10 m span 927 10 tonne capacity 928 above 6 m up to 8 m span 929 above 8 m up to 10 m span 930 square bar / rail 931 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 932 50 x 50 mm ( en 8 ) 933 40 x 40 mm ( en 8 ) 934 lightening arrester, ab switch, insulators ( m1058 ) 935 lightening arrestor 936 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 937 suitable for 11 kv supply, distribution class 938 suitable for 22 kv supply, distribution class 939 suitable for 33 kv supply, station class 940 disc insulator 941 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 942 suitable for 11kv line 943 suitable for 33kv line 944 pin insulator 945 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 946 suitable for 11kv line 947 suitable for 33kv line 948 air break switch without earth switch 949 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 950 suitable for 11kv line 951 rocking / tilting type 952 rotating type 953 suitable for 33kv line 954 rocking / tilting type 955 rotating type 956 air break switch with earth switch 957 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 958 suitable for 11kv line 959 rotating type 960 suitable for 33kv line 961 rotating type 962 drop out fuse ( channel mounted ) 963 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working currentup to 50 amp, capacity completeerected on provided cross arm, each set comprising 3 units 964 suitable for 11 kv line 965 suitable for 33 kv line 966 horn gap fuse ( channel mounted ) 967 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 968 suitable for 11 kv line 969 suitable for 33 kv line 970 transformer ( m1059 ) 971 power transformer ( with off load tap changer ) any isi mark 972 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 973 1. oil conservator with filling hole with cap and plain oil level gauge. 974 2. silica gel dehydrating breather charged with silica gel. 975 3. oil drain valve 976 4. oil filter valve 977 5. lifting eyes / hooks 978 6. two earthing terminals 979 7. diagram and rating plate 980 8. air vent 981 9. explosion vent 982 10. 100mm dia thermo meter with thermometer pocket 983 11. four bi directional plain roller. 984 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 985 63 kva ( no load loss 180w and load loss 1235w ) 986 100 kva ( no load loss 260w and load loss 1760w ) 987 160kva ( no load loss 260w and load loss 1760w ) 988 200kva ( no load loss 500w and load loss3000w ) 989 250kvaa ( no load loss 550w and load loss3600w ) 990 315kva ( no load loss 580w and load loss 4200w ) 991 400 kva ( no load loss 715w and load loss 5000w ) 992 500 kva ( no load loss 850w and load loss 5800w ) 993 630 kva ( no load loss 1000w and load loss 7000w ) 994 750 kva ( no load loss 1500w and load loss 8000w ) 995 power transformer ( with on load tap changer ) 996 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 997 1. oil conservator with filling hole with cap and plain oil level gauge. 998 2. silica gel dehydrating breather charged with silica gel. 999 3. oil drain valve 1000 4. oil filter valve 1001 5. lifting eyes / hooks 1002 6. two earthing terminals 1003 7. diagram and rating plate 1004 8. air vent 1005 9. explosion vent 1006 10. 100mm dia thermo meter with thermometer pocket 1007 11. four bi directional plain roller. 1008 12. buchholz relay 1009 13. resistance temp. detector 1010 14. marshalling box 1011 15. automatic voltage regulator ( avr ) 1012 16. remote tap changing controller ( rtcc ) 1013 transformer 11000 / 433 volts withon load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1014 750 kva 1015 1000 kva 1016 1250 kva 1017 1600 kva 1018 2000 kva 1019 motors ( m1060 ) 1020 foot mounted motors tefc 1500 rpm 1021 supplyingfoot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1022 15 kw ( 20 hp ) 1023 18.5 kw ( 25 hp ) 1024 22 kw ( 30 hp ) 1025 30 kw ( 40 hp ) 1026 37 kw ( 50 hp ) 1027 45 kw ( 60 hp ) 1028 55 kw ( 75 hp ) 1029 75 kw ( 100 hp ) 1030 90 kw ( 120 hp ) 1031 110 kw ( 150 hp ) 1032 132kw ( 180hp ) 1033 160kw ( 215 hp ) 1034 250kw ( 335 hp ) 1035 foot mounted motor tefc 1500 rpm 1036 0.75 kw ( 1hp ) 1037 1.1 kw ( 1.5 hp ) 1038 1.5 kw ( 2 hp ) 1039 2.2 kw ( 3 hp ) 1040 3.7 kw ( 5 hp ) 1041 5.5 kw ( 7.5 hp ) 1042 7.5 kw ( 10 hp ) 1043 9.3 kw ( 12.5 hp ) 1044 11 kw ( 15 hp ) 1045 aluminium cable ( m1061 ) 1046 cable 1047 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1048 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1049 3 core 2.5 sq mm 1050 3 core 4 sq mm 1051 3 core 6 sq mm 1052 3 core 10 sq mm 1053 3 core 16 sq mm 1054 3 core 25 sq mm 1055 3 core 35 sq mm 1056 3 core 50 sq mm 1057 3 core 70 sq mm 1058 3 core 95 sq mm 1059 3 core 120 sq mm 1060 3 core 150 sq mm 1061 3 core 185 sq mm 1062 3 core 240 sq mm 1063 3 core 300 sq mm 1064 3 core 400 sq mm 1065 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1066 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1067 3.5 core 25 sq mm 1068 3.5 core 35 sq mm 1069 3.5 core 50 sq mm 1070 3.5 core 70 sq mm 1071 3.5 core 95 sq mm 1072 3.5 core 120 sq mm 1073 3.5 core 150 sq mm 1074 3.5 core 185 sq mm 1075 3.5 core 240 sq mm 1076 3.5 core 300 sq mm 1077 3.5 core 400 sq mm 1078 ht aluminium three core 3.3 kve cable xlpe insulated 1079 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1080 3 core 35 sq mm 1081 3 core 50 sq mm 1082 3 core 70 sq mm 1083 3 core 95 sq mm 1084 3 core 120 sq mm 1085 3 core150sq mm 1086 3 core 185 sq mm 1087 3 core 240sq mm 1088 3 core 300 sq mm 1089 3 core 400 sq mm 1090 ht aluminium three core 6.6 kv ( ue ) / 11kv ecable xlpe insulated 1091 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1092 3 core 35 sq mm 1093 3 core 50 sq mm 1094 3 core 70 sq mm 1095 3 core 95 sq mm 1096 3 core 120 sq mm 1097 3 core150sq mm 1098 3 core 185 sq mm 1099 3 core 240sq mm 1100 3 core 300 sq mm 1101 3 core 400 sq mm 1102 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1103 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1104 3 core 35 sq mm 1105 3 core 50 sq mm 1106 3 core 70 sq mm 1107 3 core 95 sq mm 1108 3 core 120 sq mm 1109 3 core150sq mm 1110 3 core 185 sq mm 1111 3 core 240sq mm 1112 3 core 300 sq mm 1113 3 core 400 sq mm 1114 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1115 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1116 3 core 4 sq mm 1117 3 core 6 sq mm 1118 3 core 10 sq mm 1119 3 core 16 sq mm 1120 3 core 25 sq mm 1121 3 core 35 sq mm 1122 3 core 50 sq mm 1123 3 core 70 sq mm 1124 3 core 95 sq mm 1125 3 core 120 sq mm 1126 3 core 150 sq mm 1127 3 core 185 sq mm 1128 3 core 240 sq mm 1129 3 core 300 sq mm 1130 3 core 400 sq mm 1131 copper cable ( m1062 ) 1132 cable 1133 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1134 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1135 3 core 1.5 sq mm 1136 3 core 2.5 sq mm 1137 3 core 4 sq mm 1138 3 core 6 sq mm 1139 3 core 10 sq mm 1140 3 core 16 sq mm 1141 3 core 25 sq mm 1142 3 core 35 sq mm 1143 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1144 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1145 3 core 1.5 sq mm 1146 3 core 2.5 sq mm 1147 3 core 4 sq mm 1148 3 core 6 sq mm 1149 3 core 10 sq mm 1150 3 core 16 sq mm 1151 3 core 25 sq mm 1152 3 core 35 sq mm 1153 3 core 50 sq mm 1154 3 core 70 sq mm 1155 3 core 95 sq mm 1156 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1157 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1158 3.5 core 1.5 sq mm 1159 3.5 core 2.5 sq mm 1160 3.5 core 4 sq mm 1161 3.5 core 6 sq mm 1162 3.5 core 10 sq mm 1163 3.5 core 16 sq mm 1164 3.5 core 25 sq mm 1165 3.5 core 35 sq mm 1166 3.5 core 50 sq mm 1167 3 .5 core 70 sq mm 1168 3.5 core 95 sq mm 1169 3.5 core 120 sq mm 1170 3 .5 core150sq mm 1171 3.5 core 185 sq mm 1172 3.5 core 240sq mm 1173 3.5 core 300 sq mm 1174 3.5 core 400 sq mm 1175 copper conductor 3.5 core xlpe / pvcunarmoured 1176 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1177 3.5core 25 sq mm 1178 3.5core 35 sq mm 1179 3.5 core 50 sq mm 1180 3.5 core 70 sq mm 1181 3.5 core 95 sq mm 1182 3.5 core 120 sq mm 1183 3.5 core150sq mm 1184 3.5 core 185 sq mm 1185 3.5 core 240sq mm 1186 3.5 core 300 sq mm 1187 3.5 core 400 sq mm 1188 copper conductor three core, xlpe / pvc insulated & armoured cable . 1189 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1190 3 core 1.5 sq mm 1191 3 core 2.5 sq mm 1192 3 core 4 sq mm 1193 3 core 6 sq mm 1194 3 core 10 sq mm 1195 3 core 16 sq mm 1196 3 core 25 sq mm 1197 3 core 35 sq mm 1198 3 core 50 sq mm 1199 3 core 70 sq mm 1200 3 core 95 sq mm 1201 3 core 120 sq mm 1202 3 core 150sq mm 1203 3core 185 sq mm 1204 3 core 240 sq mm 1205 3 core 300 sq mm 1206 3 core 400 sq mm 1207 foot valve ( m1063 ) 1208 foot valve 1209 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1210 flanged type 1211 50 mm 1212 65 mm 1213 80 mm 1214 100 mm 1215 125 mm 1216 150 mm 1217 aircircuit breaker ( m1064 ) 1218 acbbreaking capacity 50ka thermal magnetic manual draw out type 3 pole 1219 630a 1220 800a 1221 1000a 1222 1250a 1223 1600a 1224 2000a 1225 starter ( m1065 ) 1226 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1227 7.5 h.p. 1228 10 h.p. 1229 supplyingfully automatic star delta starter to operate induction motor working on415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1230 f.a.s.d starter 1231 10.0 h.p. 1232 15 h.p. 1233 20 h.p. 1234 25 h.p. 1235 35 h.p. 1236 40 hp 1237 50 hp 1238 75 h.p. 1239 100 h.p. 1240 125 h.p. 1241 150 h.p. 1242 250 h.p. 1243 servo controlled automatic voltage stabilizer ( m1066 ) 1244 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1245 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1246 20 kva air cooled 1247 25 kva air cooled 1248 30 kva air cooled 1249 40 kva air cooled 1250 50 kva oil cooled 1251 60 kva oil cooled 1252 75 kva oil cooled 1253 100 kva oil cooled 1254 125 kva oil cooled 1255 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1256 15 kva air cooled 1257 20 kva air cooled 1258 25 kva air cooled 1259 30 kva air cooled 1260 40 kva air cooled 1261 50kva air cooled 1262 60 kva oil cooled 1263 75kva oil cooled 1264 100 kva oil cooled 1265 125 kva oil cooled 1266 150 kva oil cooled 1267 200kva oil cooled 1268 250kva oil cooled 1269 300 kva oil cooled 1270 400 kva oil cooled 1271 termination kit ( m1067 ) 1272 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1273 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1274 25 50 mm2 1275 70 120 mm2 1276 150 185 mm2 1277 240 400 mm2 1278 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1279 25 50 mm2 1280 70 120 mm2 1281 150 185 mm2 1282 240 400 mm2 1283 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1284 25 50 mm2 1285 70 120 mm2 1286 150 185 mm2 1287 240 300 mm2 1288 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1289 25 50 mm2 1290 70 120 mm2 1291 150 185 mm2 1292 240 400 mm2 1293 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1294 25 50 mm2 1295 70 120 mm2 1296 150 185 mm2 1297 240 400 mm2 1298 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1299 25 50 mm2 1300 70 120 mm2 1301 150 185 mm2 1302 240 300 mm2 1303 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1304 25 50 mm2 1305 70 120 mm2 1306 150 185 mm2 1307 240 400 mm2 1308 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1309 25 50 mm2 1310 70 120 mm2 1311 150 185 mm2 1312 240 400 mm2 1313 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1314 25 50 mm2 1315 70 95 mm2 1316 120 150 mm2 1317 185 240 mm2 1318 300 400 mm2 1319 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1320 25 50 mm2 1321 70 95 mm2 1322 120 185 mm2 1323 240 400 mm2 1324 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1325 25 50 mm2 1326 70 95 mm2 1327 120 185 mm2 1328 240 400 mm2 1329 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1330 35 70 mm2 1331 95 150 mm2 1332 185 300 mm2 1333 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

32290366 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this end eavor, quotations through e tender are invited for hire charges of ( ii ) esr accessories 2 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 3 notes 4 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 5 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 6 for design having more than 6 columns, suitable bracing is obligatory. 7 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 8 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 9 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 10 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 11 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 12 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 13 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 14 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 15 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 16 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 17 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 18 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 19 12 to 16 m staging 2% per metre 20 16 to 20 m staging 3% per metre 21 20 m and above 4% per metre 22 for 17 m staging height, percentage calculation will be like below : 23 12 to 16 m 4 x 2 = 8% 24 16 & 17 m 1 x 3% = 3% total = 11% 25 for 21 m staging height, percentage calculation will be like below : 26 12 to 16 m 4 x 2 = 8% 27 16 to 20 m 4 x 3% = 12% 28 20& 21 m 1 x 4% = 4% total = 24% 29 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 30 notes 31 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 32 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 33 rates for rcc esrs 34 upto 25, 000 litres 35 cost of 25, 000 litres capacity 36 add for capacity above 25, 000 upto 50, 000 litres 37 cost of 50, 000 litres capacity 38 add for capacity above 50, 000 upto 75, 000 litres 39 cost of 75, 000 litres capacity 40 add for capacity above 75, 000 upto 1, 00, 000 litres 41 cost of 1, 00, 000 litres capacity 42 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 43 cost of 1, 50, 000 litres capacity 44 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 45 cost of 2, 00, 000 litres capacity 46 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 47 cost of 2, 50, 000 litres capacity 48 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 49 cost of 3, 00, 000 litres capacity 50 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 51 cost of 4, 00, 000 litres capacity 52 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 53 cost of 5, 00, 000 litres capacity 54 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 55 cost of 7, 50, 000 litres capacity 56 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 57 cost of 10, 00, 000 litres capacity 58 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 59 cost of 15, 00, 000 litres capacity 60 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 61 cost of 20, 00, 000 litres capacity 62 m1031 rcc gsr and sump 63 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 64 anti –termite treatment shall be given for under ground portion of the structure. 65 notes 66 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 67 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 68 entire structure shall be in m 300 only. 69 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 70 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 71 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 72 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 73 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 74 cost of pump house is not included in these rates. 75 above rates are applicable for seismic zones 2, 3 and 4. 76 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 77 10% shall be added for sump if over head pump house is proposed. 78 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 79 rates for rcc gsrs and sumps 80 upto 25, 000 litres 81 cost of 25, 000 litres capacity 82 add for capacity above 25, 000 upto 50, 000 litres 83 cost of 50, 000 litres capacity 84 add for capacity above 50, 000 upto 75, 000 litres 85 cost of 75, 000 litres capacity 86 add for capacity above 75, 000 upto 1, 00, 000 litres 87 cost of 1, 00, 000 litres capacity 88 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 89 cost of 1, 50, 000 litres capacity 90 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 91 cost of 2, 00, 000 litres capacity 92 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 93 cost of 3, 00, 000 litres capacity 94 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 95 cost of 5, 00, 000 litres capacity 96 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 97 cost of 10, 00, 000 litres capacity 98 addforcapacityabove10, 00, 000upto15, 00, 000 litres 99 cost of 15, 00, 000 litres capacity 100 add for capacity above 15, 00, 000 litres 101 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 102 m1032 unconventionalwater treatment plant 103 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 104 aeration fountain 105 inlet arrangements 106 mixing channel with ventury flume and flow measuring arrangement 107 inlet channel 108 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 109 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 110 rapid sand gravity filters all valve shall be glandless. 111 filter house 112 chemical house 113 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 114 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 115 tcl solution tank with mixing, carrying and dosing arrangement with piping. 116 bypass arrangement 117 external and internal electrification 118 laboratory equipments 119 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 120 wash water pumps with 100% standby 121 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 122 pure water sump of capacity equal to 1 hourpumping capacity. 123 pure water pump house over the sump / by the side of sump. 124 drainage arrangements 125 alum store 126 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 127 these rates are applicable for seismic zones 2, 3 and 4. 128 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 129 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 130 unconventional treatment plants less than 1 mld capacity shall not be constructed. 131 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 132 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 133 unconventional water treatment plant 134 fixed cost for 1 mld 135 add for capacity above 1 mld upto 2 mld 136 cost of 2 mld treatment plant 137 add for capacity above 2 mld upto 3 mld 138 cost of 3 mld treatment plant 139 m1033 conventionalwater treatment plant 140 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 141 aeration fountain plan are a not less than 0.625 square metre per mld 142 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 143 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 144 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 145 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 146 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 147 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 148 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 149 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 150 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 151 chemical house in two storeys 152 ground floor to accommodate 7 days alum requirement and sundry storage. 153 first floor to accommodate alum and lime tanks.etc. 154 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 155 pure water sump and sump house. 156 capacity of sump – one hour of designed flow. 157 pump house pump house of required size over the sump or by the side. 158 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 159 vacuum feed type chlorinators make tobe approved by mjp. 160 conforming to i.s. 10533 a part ii 1983 161 rate for withdrawal 162 temperature kg. of chlorine discharge degree c per day ( cylinders ) 163 45 67tonnes 164 10 6.359.50 110 165 15 10.75 16.10130 166 20 14.50 21.24254 167 27&above18.70 28.12315 168 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 169 100% standby shall be provided. 170 by pass arrangements c.i. or m.s. pipes. 171 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 172 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 173 drainage arrangements – rcc pipes up to plot boundary. 174 electrical installation – both internal and external including entire plant area. 175 laboratory equipment –as per requirement ( to be specified during tendering ) . 176 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 177 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 178 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 179 all pipes condutes channels with20%overloading 180 these rates are applicable for seismic zones 2, 3 and 4. 181 all rcc structures shall be constructed in m 300. 182 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 183 conventional water treatment plant 184 above3 mld to upto 5 mld 185 cost of 5 mld treatment plant 186 add for capacity above 5mld upto 10 mld 187 cost of 10 mld treatment plant 188 add for capacity above 10 mld upto20 mld 189 cost of 20 mld treatment plant 190 add for capacity above 20 mld upto 50 mld 191 cost of 50 mld treatment plant 192 add for capacityabove 50 mld upto 100 mld 193 cost of 100 mld treatment plant 194 add for capacity above 100 mld...

Drinking Water And Sanitation Department - Jharkhand

32226054 e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar , polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) , gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) , jute ( m337 ) , g.m. ferrules ( m922 ) , ( i ) 8 mm dia wt. not less than 400 gms , ( ii ) 10 mm dia wt. not less than 400 gms , ( iii ) 15 mm dia wt. not less than 400 gms , ( iv ) 20 mm dia wt. not less than 600 gms , ( v ) 25 mm dia wt. not less than 900 gms , stop cocks ( m923 ) , ( i ) 15 mm brass stop cock wt. not less than 300 gms , ( ii ) 20 mm brass stop cock wt. not less than 400 gms , ( iii ) 25 mm brass stop cock wt. not less than 575 gms , ( iv ) 32 mm brass stop cock wt. not less than 850 gms , ( v ) 40 mm brass stop cock wt. not less than 1.15 kg , ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg , ( vii ) 15 mm dia c.i. body brass working part stop cock. , ( viii ) 20 mm dia c.i. body brass working part stop cock. , ( ix ) 25 mm dia c.i. body brass working part stop cock. , g.m. full way valve ( m924 ) , ( i ) 15 mm dia wt. not less than 300 gms without wheel , ( ii ) 20 mm dia wt. not less than 400 gms without wheel , ( iii ) 25 mm dia wt. not less than 500 gms without wheel , ( iv ) 32 mm dia wt. not less than 700 gms without wheel , ( v ) 40 mm dia wt. not less than 1.0 kg without wheel , ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel , ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel , ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle ( m925 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal ( m926 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , cocks ( m927 ) , ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms , ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms , ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms , ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , ( vi ) 15 mm c.i. plug cock ordinary , ( vii ) 15 mm c.i. push cock ordinary , chromium plated brass fittings ( m928 ) , ( i ) c.p. shower rose 100 mm dia , ( ii ) c.p. shower rose 125 mm dia , ( iii ) p.v.c. shower rose 150 mm dia , ( iv ) p.v.c shower rose 125 mm dia , connection pipe ( m929 ) , ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) , [ a ] g.i. bend , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ b ] elbow of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ c ] tee plain of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ d ] reducing tee plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ e ] socket plain of the following size ( taking larger dimension ) , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ f ] reducing socket plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ g ] union socket of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ h ] plugs of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ i ] jam nuts of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ j ] g.i. nipple of the following sizes , ( i ) 15 mm dia x 100 mm long , ( ii ) 20 mm dia x 100 mm long , ( iii ) 25 mm dia x 100 mm long , ( iv ) 32mm dia x 100 mm long , ( v ) 40 mm dia x 100 mm long , ( vi ) 50 mm dia x 100 mm long , ( vii ) 65 mm dia x 100 mm long , ( viii ) 80 mm dia x 100 mm long , ( ix ) 100 mm dia x 100 mm long , [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality , ( i ) 15 mm dia , ( ii ) 20 mm dia , ( iii ) 25 mm dia , ( iv ) 32 mm dia , ( v ) 40 mm dia , ( vii ) 65 mm dia , mirrors ( m931 ) , ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , ( b ) do 450 mm x 300 mm do , ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) , ( b ) do 450 mm x 125 mm do , ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) , ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) , c.p. liquid soap solution holder ( m935 ) , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) , ( a ) 580 mm long , ( b ) 510 mm long , ( c ) 450 mm long , ( d ) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) , ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) , ( b ) 10.0 liters capacity p.v.c. low design cistern , ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) , ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , ( c ) black / white plastic seat for e.w.c do as above. , ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) , ( b ) do squatting small 450 mm x 350 mm , ( c ) do squatting large 600 mm x 350 mm , ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make , ( e ) partition plate for urinal 25 x 13 size , ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) , ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) , ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) , ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) , ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) , drain board. ( m944 ) , ( a ) 600 mm x 450 mm ( 24 x 18 ) , ( b ) 525 mm x 450 mm ( 21 x 18 ) , h.c.i. pipes ( m945 ) , ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) , ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) , ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) , ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) , ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) , ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) , ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) , ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) , ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) , ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) , ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) , ( l ) 150 mm dia single socket 3 0 with ear , ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) , ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) , ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) , ( p ) 150 mm dia single socket 2 0 with ear , ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) , ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) , ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) , ( t ) 150 mm dia single socket , h.c.i. fittings. ( m946 ) , ( i ) plain bend of following size , ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) , ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) , ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) , ( ii ) bend with door with following size , ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) , ( c ) 100 mm dia do 5.5 kg , ( d ) 150 mm dia do , ( iii ) single junction with door of followings sizes. , ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) , ( c ) 100 mm dia do 9.50 kg , ( d ) 150 mm dia do , ( iv ) double junction with door of following sizes. , ( a ) 50 mm dia do 4.5 kg , ( b ) 80 mm dia do 7.00 kg , ( c ) 100 mm dia do 13.00 kg , ( d ) 150 mm dia do , ( v ) heel rest bend of following sizes , ( a ) 50 mm dia , ( b ) 80 mm dia , ( c ) 100 mm dia , ( d ) 150 mm dia , ( vi ) cowel of following sizes , ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) , ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) , ( d ) 150 mm dia do , ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg , ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg , ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg , ( x ) pass over 50 mm x 150 mm for 50 mm projection , ( xi ) do 100 mm x 150 mm for 100 mm projection , ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg , ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg , ( xiv ) h.c.i. offset 80 mm projection of the following size , ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg , ( b ) 80 mm dia do 3.50 kg , ( c ) 100 mm dia do 5.00 kg , ( d ) 150 mm dia do , ( xv ) h.c.i. socket of following sizes , ( a ) 50 mm dia ( weight without ear ) 1.50 kg , ( b ) 80 mm dia ( weight without ear ) 3.00 kg , ( c ) 100 mm dia ( weight without ear ) 4.50 kg , ( d ) 150 mm dia ( weight without ear ) do , c.i. cover with frame for manhole and inspection chamber. ( m947 ) , ( a ) 600 mm x 450 mm size ( wt. 39 kg ) , ( b ) 600 mm x 450 mm size ( wt. 25 kg ) , ( c ) 500 mm x 450 mm size ( wt. 25 kg ) , c.i. bracket pair for w.h.b. ( m948 ) , ( a ) 550 mm x 400 mm size ( 22 x 16 ) , ( b ) do for 12.5 liter cistern , ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink , ( d ) 40 mm x 60 mm ms plate bracket for sink as above , ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) , ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink , ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal , ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal , ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) , ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b , 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) , rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) , pig lead ( m953 ) , yarn ( m954 ) , rubber gasket for c.i pipe of good quality ( m955 ) , ( a ) 80 mm , ( b ) 100 mm , ( c ) 125 mm , ( d ) 150 mm , ( e ) 200 mm , ( f ) 250 mm , ( g ) 300 mm , ( h ) 350 mm , ( i ) 400 mm , ( j ) 450 mm , ( k ) 500 mm , ( l ) 600 mm , ( m ) 700 mm , ( n ) 750 mm , ( o ) 800 mm , ( p ) 900 mm , ( q ) 1000 mm , ( r ) 1200 mm , cotton waste ( m956 ) , asbestos suta ( gland packing ) ( m957 ) , solvent cement ( m958 ) , hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) , cp & pvc fitting ( m960 ) , ( i ) 32 mm dia c.p. waste , ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling , ( iii ) 40 mm dia c.p. waste , ( iv 40 mm dia pvc waste pipe 750 mm long with coupling , ( v 100 mm dia steel jali , ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) , ( vii ) 50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) , ( i ) pillar cock ( isi ) , ( ii ) pillar cock ( long neck ) , ( iii ) bib cock ( isi ) , ( iv ) bib cock ( long thread ) , ( v ) angular stop cock , ( vi ) angular stop cock ( long thread ) , ( vii ) concealed stop cock reduce ( isi ) , ( viii ) concealed stop cock heavy duty extra adjustable wall flange , ( ix ) long body bib cock , ( x ) swan neck tap with left hand operating knob , ( xi ) central hole basin mixer ( best quality ) , ( xii ) wall mixer with telephonic shower arrangement , ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange , ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , ( xv ) sink mixer with swinging casted spout , ( xvi ) sink cock with swinging casted spout , ( xvii ) 4 way diverter for concealed fittings , ( xviii ) pressure adjustable shower with revolving joint , ( xix ) telephone shower with flexible pipe , ( xx ) flush cock with wall flange ( 25 mm ) , ( xxi ) towel rail 24 , ( xxii ) towel ring , ( xxiii ) soap dish , ( xxiv ) tumbler holder , ( xxv ) toilet paper holder , ( xxvi ) glass shelf 22 , ( xxvii ) corner glass shelf with bracket , ( xxviii ) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes ( m962 ) , 1. c.i double shocketted fittings bend such as bend, tee, taper, , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , spare parts of hand pump , basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) , providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) , socketed , 100 150 mm dia , 200 300mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , flanged , 100 150 mm dia , 200 300 mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , rcc esr ( m1030 ) , designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 2, 50, 000 litres , cost of 2, 50, 000 litres capacity , add for capacity above 2, 50, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 4, 00, 000 litres , cost of 4, 00, 000 litres capacity , add for capacity above 4, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 7, 50, 000 litres , cost of 7, 50, 000 litres capacity , add for capacity above 7, 50, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , add for capacity above 10, 00, 000 upto 15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 upto 20, 00, 000 litres , cost of 20, 00, 000 litres capacity , rcc gsr and sump ( m1031 ) , designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , addforcapacityabove10, 00, 000upto15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , unconventionalwater treatment plant ( m1032 ) , designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . , note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. , unconventional water treatment plant , fixed cost for 1 mld , add for capacity above 1 mld upto 2 mld , cost of 2 mld treatment plant , add for capacity above 2 mld upto 3 mld , cost of 3 mld treatment plant , conventionalwater treatment plant ( m1033 ) , designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . , aeration fountain plan are a not less than 0.625 square metre per mld , ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) , flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. , flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. , clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. , rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. , filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. , wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. , wash water pumps capacity to fill water tank in 1 hour with 100% standby. , air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . , chemical house in two storeys , ground floor to accommodate 7 days alum requirement and sundry storage. , first floor to accommodate alum and lime tanks.etc. , solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. , pure water sump and sump house. , capacity of sump – one hour of designed flow. , pump house pump house of required size over the sump or by the side. , store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. , vacuum feed type chlorinators make tobe approved by mjp. , conforming to i.s. 10533 a part ii 1983 , rate for withdrawal , temperature kg. of chlorine discharge degree c per day ( cylinders ) , 45 67 tonnes , 10 6.359.50 110 , 15 10.75 16.10130 , 20 14.50 21.24254 , 27&above18.70 28.12315 , chlorinator equipment and container room to conform to i.s. 10553 part i 1983. , 100% standby shall be provided. , by pass arrangements c.i. or m.s. pipes. , disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe , for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete , drainage arrangements – rcc pipes up to plot boundary. , electrical installation – both internal and external including entire plant area. , laboratory equipment –as per requirement ( to be specified during tendering ) . , sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. , administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. , rates given below are inclusive of up lift pressure if any and dewatering during entire work. , all pipes condutes channels with20%overloading , these rates are applicable for seismic zones 2, 3 and 4. , all rcc structures shall be constructed in m 300. , note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . , conventional water treatment plant , above3 mld to upto 5 mld , cost of 5 mld treatment plant , add for capacity above 5mld upto 10 mld , cost of 10 mld treatment plant , add for capacity above 10 mld upto20 mld , cost of 20 mld treatment plant , add for capacity above 20 mld upto 50 mld , cost of 50 mld treatment plant , add for capacityabove 50 mld upto 100 mld , cost of 100 mld treatment plant , add for capacity above 100 mld , gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) , 300 mm dia for gpt , 400 mm dia for hygpt , hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) , from 0 50 meter , from 51 125 meter , dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) , drillig upto 30 mtr depth below g. l. in rural area , drilling beyond 31 mtr upto 60 mtr below g. l. in rural area , trenchless ( m1038 ) , installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , from 900 mm to 1000 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , from 1000 mm to 1200 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 1200 mm to 1500 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) , dia 06 inch ( 150 mm ) , id 153 mm od 167 mm , screen thickness 07 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 08 inch ( 200 mm ) , id 205 mm od 221mm , screen thickness 08 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 10 inch ( 250 mm ) , id 256 mm od 276mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 12 inch ( 300 mm ) , id 306 mm od 326 mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 14 inch ( 350 mm ) , id 338 mm od 363 mm , screen thickness 12.5 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) , supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) , supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) , supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) , supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) , supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) , supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) , supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) , supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) , supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) , supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) , design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) , packaged lamella clarified type wtp with mgf capacity in mld. , ( i ) 0.2 , ( ii ) 0.3 , ( iii ) 0.4 , ( iv ) 0.5 , ( v ) 0.6 , pvc schedule 80 pipe 3.00m length , application : corrosion resistant pressure pipe, ips sizes 1 / 4 through 24, for use at temperatures up to and including 140°f. pressure rating ( 120 psi to 1230 psi ) varies with schedule, pipe size, and temperature. generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. chemical resistance data is available and should be referenced for proper material selection. pipe exhibits excellent physical properties and flammability characteristics. typical allications include: chemical processing, plating, high purity applications, potable water systems, water and wastewater treatment, drainage, irrigation, agricultural, and other applications involving corrosive fluid transfer. , scope : this specification outlines minimum manufacturing requirements for polyviny chloride ( pvc ) schedule 80 iron pipe size ( ips ) pressure pipe. this pipe is intended for use in applications where the fluid conveyed does not exceed 140°f. this pipe meets and or exceeds the industry standards and requirements as set forth by the american society for testing and materials ( astm ) and the national sanitation foundation ( nsf international ) . , pvc materials : the material used in the manufacture of the pipe shall be rigid polyvinyl chloride ( pvc ) compound, type 1 grade 1, with a cell classification of 12454 as defined in astm d1784, trade name designation h707 pvc. this compound shall be white or gray in color as specified, and shall be approved by nsf international for use with potable water ( nsf std 61 ) . , dimensions : all sizes of pvc schedule 80 pipe shall be manufactured in strict accordance to the requirements of astm d1785 for physical dimensions and tolerances. each prodution run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in astm d1785. all belled end pipe shall have tapered sockets to create an interferenceptype fit, which meet or exceed the dimensional requirements and the minimum socket length for pressure type sockets as defined in astm d2672. all pvc schedule 80 pipe must also meet the requirements of nsf standard 14 and csa standard b137.3 rigid pvc pipe for pressure applications, and shall bear the mark of these listing agencies. this pipe shall have a flame spread rating of 0 25 when tested for surface burning characteristics in accordance with can / ulc s102 2 m88 or equivalent. , pvc schedule 80 pipe 3.00m length , ( i ) 15mm dia outside iameter 21.336mm, wall thickness 3.734mm, approx inside diameter 13.462mm, max. operating pressure 850 psi , ( ii ) 20mm dia outside iameter 26.670 mm, wall thickness 3.912mm, approx inside diameter 18.288mm, max. operating pressure 690 psi , ( iii ) 25mm dia outside iameter 33.401mm, wall thickness 4.547 mm, approx inside diameter 23.876mm, max. operating pressure 630 psi , ( iv ) 32mm dia outside iameter 42.164 mm, wall thickness 4.851mm, approx inside diameter 32.004mm, max. operating pressure 520 psi , ( iv ) 40mm dia outside iameter 48.260 mm, wall thickness 5.080mm, approx inside diameter 37.592mm, max. operating pressure 470 psi , ( v ) 50mm dia outside iameter 60.325 mm, wall thickness 5.537mm, approx inside diameter 48.514mm, max. operating pressure 400 psi , pvc fittings schedule 80 , application : corrosion resistant pressure pipe, ips sizes 1 / 4 through 24, for use at temperatures up to and including 140°f. pressure rating ( 120 psi to 1230 psi ) varies with schedule, pipe size, and temperature. generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. chemical resistance data is available and should be referenced for proper material selection. pipe exhibits excellent physical properties and flammability characteristics. typical allications include: chemical processing, plating, high purity applications, potable water systems, water and wastewater treatment, drainage, irrigation, agricultural, and other applications involving corrosive fluid transfer. , scope : this specification outlines minimum manufacturing requirements for polyviny chloride ( pvc ) schedule 80 iron pipe size ( ips ) pressure pipe. this pipe is intended for use in applications where the fluid conveyed does not exceed 140°f. this pipe meets and or exceeds the industry standards and requirements as set forth by the american society for testing and materials ( astm ) and the national sanitation foundation ( nsf international ) . , pvc materials : the material used in the manufacture of the pipe shall be rigid polyvinyl chloride ( pvc ) compound, type 1 grade 1, with a cell classification of 12454 as defined in astm d1784, trade name designation h707 pvc. this compound shall be white or gray in color as specified, and shall be approved by nsf international for use with potable water ( nsf std 61 ) . , dimensions : all sizes of pvc schedule 80 pipe shall be manufactured in strict accordance to the requirements of astm d1785 for physical dimensions and tolerances. each prodution run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in astm d1785. all belled end pipe shall have tapered sockets to create an interferenceptype fit, which meet or exceed the dimensional requirements and the minimum socket length for pressure type sockets as defined in astm d2672. all pvc schedule 80 pipe must also meet the requirements of nsf standard 14 and csa standard b137.3 rigid pvc pipe for pressure applications, and shall bear the mark of these listing agencies. this pipe shall have a flame spread rating of 0 25 when tested for surface burning characteristics in accordance with can / ulc s102 2 m88 or equivalent. , elbow 90 dgree of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , reducer socket of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x25 mm , ( v ) 40x25 mm , ( vi ) 40x32 mm , ( vii ) 50x25 mm , ( viii ) 50x32 mm , ( ix ) 50x40 mm , reducer elbow of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x25 mm , ( v ) 40x25 mm , ( vi ) 40x32 mm , ( vii ) 50x25 mm , ( viii ) 50x32 mm , ( ix ) 50x40 mm , tee of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , coupler of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , reducer tee of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x15 mm , ( v ) 32x20 mm , ( vi ) 32x25mm , ( vii ) 40x25 mm , ( viii ) 40x32 mm , ( ix ) 50x25 mm , ( x ) 50x32 mm , ( xi ) 50x40 mm , reducer bush of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x15 mm , ( v ) 32x20 mm , ( vi ) 32x25mm , ( vii ) 40x25 mm , ( viii ) 40x32 mm , ( ix ) 50x25 mm , ( x ) 50x32 mm , ( xi ) 50x40 mm , fta of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , end cap of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , mta of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , tank nipple of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , union socket of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , threaded elbow of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ball valve of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , solar submersible motor pump1hp ( 900 wp ) , designing, supplying, installation, testing & commissioning with all tools & parts of following solar photovoltaic ( spv ) solar submersible d.c. water motor pump suitable for minimum 125mm x 115mm bore well as per mnre guideline with following specifications & accessories. , spv arrays contains specified no of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual pvmodules should be minimum 300 watt peak. , i ) the spv modules should be as per iec 61215 and itc 61730 part i & ii , ii ) the efficiency of the pv modules should be minimum 13% and fill factor should be more than 70%. , iii ) all external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. , iv ) the pv modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & high wind pressure up to 200km / h. , v ) the module mounting structure should be hot dip galvanized according to is 4759. , vi ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vii ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , viii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , ix ) the suction / delivery pipe shall be upvc / h.d.p.e. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg / sq cm pe 100 grade for pump up to 3hp & 10 kg / sq cm pe 100 grade for 5 hp. , x ) all cable used shall be as per is 694. suitable size of cable shall be used in sufficient length for inter connection between the spv array to spv controller and spv controller to solar power pump. provision of cable shall be as per is 14536. , x ) the motor pump set should have a 5 years warranty. , xi ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , xi ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiii ) with third party inspection before dispatch. , xiv ) fitting, fixing & mounting on water tank steel structure. , xvi ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , the following details should be marked indelibly on the motor pump set , a ) name of the manufacturer or distinctive logo. , b ) model number. , c ) serial number. , solar submersible motor pump ( spv dc type ) , i ) 1 hp ( dc pump ) with 900 wp minimum watt p.v. panel as mnre pump head max shut off head up to 120 mtrs. for higher or lower head or in between various modules output could be decided on prorates basis. ( as per latest guide line of mnre ) , solar submersible motor pump2hp ( 1800 wp ) , designing, supplying, installation, testing & commissioning with all tools & parts of following solar photovoltaic ( spv ) solar submersible d.c. water motor pump suitable for minimum 125mm x 115mm bore well as per mnre guideline with following specifications & accessories. , spv arrays contains specified no of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual pvmodules should be minimum 200 watt peak. , i ) the spv modules should be as per iec 61215 and itc 61730 part i & ii , ii ) the efficiency of the pv modules should be minimum 13% and fill factor should be more than 70%. , iii ) all external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. , iv ) the pv modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & high wind pressure up to 200km / h. , v ) the module mounting structure should be hot dip galvanized according to is 4759. , vi ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vii ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , viii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , ix ) the suction / delivery pipe shall be upvc / h.d.p.e. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg / sq cm pe 100 grade for pump up to 3hp & 10 kg / sq cm pe 100 grade for 5 hp. , x ) all cable used shall be as per is 694. suitable size of cable shall be used in sufficient length for inter connection between the spv array to spv controller and spv controller to solar power pump. provision of cable shall be as per is 14536. , xi ) the motor pump set should have a 5 years warranty. , xii ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , xiii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiv ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xv ) with third party inspection before dispatch. , xvi ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , the following details should be marked indelibly on the motor pump set , a ) name of the manufacturer or distinctive logo. , b ) model number. , c ) serial number. , solar submersible motor pump ( spv dc type ) , i ) 2 hp ( dc pump ) with 1800 wp minimum watt p.v. panel as mnre pump head max shut off head up to 100 mtrs. for higher or lower head or in between various modules output could be decided on prorates basis. , item wise cost of componentsfor 1.0 h.p. solar submersible pump 90meter head , 1.0 h.p. solar submersible pump motor , submersible dc motor pump set , the “motor pump set” should have the following features : , i ) the mono block dc motor pump set has its driving unit and impeller mounted on a common shaft, thereby , ii ) giving it a perfect alignment. the pump should be provided with specially developed mechanical seals which ensure , iii ) zero leakage , iv ) the motor should be d.c. motor. the suction and delivery head will depend on the site specific condition of the field. , v ) submersible pumps shall be used according to the technical need of the particular case , vi ) the suction / delivery pipe ( gi / hdpe ) , electric cables, floating assembly, civil work and other fittings required to , vii ) install the system , viii ) the following details should be marked indelibly on the motor pump set. , a ) name of the manufacturer or distinctive logo , b ) model number , c ) serial number , ix ) the motor pump set should have a 5 years warranty , x ) solar submersible motor pump ( spv dc type ) 1 hp ( dc pump ) with 900 wp ( minimum ) as per mnre.head max shut off head 100 mtrs , controller for 1.0 h.p. solar submersible pump , controller for 1.0 h.p. solar submersible pump with max. power point tracking system, with dry run protection & with over flow protection & with source low protection including the cost of installation & fixing in the pump room, including with cost of m.s. channel, nut, bolt, screws etc. as per mnre guideline with following specifications & accessories. , i ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , ii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , iii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , iv ) with third party inspection before dispatch. , v ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , photo voltaic modules panel , mounting structures and tracking system , the “mounting structure” should have following features: , i ) the modules support structure shall be mild steel, hot dipped galvanized ( 120 micron ) iron for holding the pv modules. the size of angle iron should not be less than 50x50x5 mm. each panel frame structure shall be so fabricated as to be grouted on ground or roof on its legs. it will withstand server cyclone / storm with the speed of 200 km / hr. , ii ) each panel frame shall be complete with a weatherproof junction box as per the relevant. , iii ) bis specifications, where the module terminals shall be interconnected and output taken. , iv ) all nuts & bolts should be made of very good quality and should be corrosion resistant , v ) the structures should be designed to allow easy replacement of any module. , vi ) the array structure shall be so designed that it will occupy minimum space without scarify the out put from the spv panels. , vii ) pv array is fixed at an angle of 23.50 for optimum use of solar energy. , viii ) the motor pump set should have a 25 years warranty , column pipe , cost ofheavy duty jointless , leak proof h.d.p.e columnpipe 32 mm dia. x 6kg / cm2holding the pump in borewell ( having the capacity of bearing load of up to 3000 kg ) with s.s. nipple screwed end fix with clamps & nut bolts, including cost of lowering in the bore well complete. , copper flexible power cable , cost of copper flexible power cable 4mm2 x 4core of approved quality and specially recommended for three phase solar pumps including the cost of jointing with lead of motor with cable tie & steel grip tape etc. including the cost of lowering in the bore well complete , safety rope , cost of g.i safety rope of required size for the safety of pump including the cost of lowering in the bore well complete. , item wise cost of componentsfor 2.0 h.p. solar submersible pump 90meter head , 2.0 h.p. solar submersible pump motor , submersible dc motor pump set , the “motor pump set” should have the following features : , i ) the mono block dc motor pump set has its driving unit and impeller mounted on a common shaft, thereby , ii ) giving it a perfect alignment. the pump should be provided with specially developed mechanical seals which ensure , iii ) zero leakage , iv ) the motor should be d.c. motor. the suction and delivery head will depend on the site specific condition of the field. , v ) submersible pumps shall be used according to the technical need of the particular case , vi ) the suction / delivery pipe ( gi / hdpe ) , electric cables, floating assembly, civil work and other fittings required to , vii ) install the system , viii ) the following details should be marked indelibly on the motor pump set. , a ) name of the manufacturer or distinctive logo , b ) model number , c ) serial number , ix ) the motor pump set should have a 5 years warranty , x ) solar submersible motor pump ( spv dc type ) 2 hp ( dc pump ) with 1800 wp ( minimum ) as per mnre.head max shut off head 100 mtrs , controller for 2.0 h.p. solar submersible pump , controller for 2.0 h.p. solar submersible pump with max. power point tracking system, with dry run protection & with over flow protection & with source low protection including the cost of installation & fixing in the pump room, including with cost of m.s. channel, nut, bolt, screws etc. as per mnre guideline with following specifications & accessories. , i ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , ii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , iii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , iv ) with third party inspection before dispatch. , v ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , photo voltaic modules panel , mounting structures and tracking system , the “mounting structure” should have following features: , i ) the modules support structure shall be mild steel, hot dipped galvanized ( 120 micron ) iron for holding the pv modules. the size of angle iron should not be less than 50x50x5 mm. each panel frame structure shall be so fabricated as to be grouted on ground or roof on its legs. it will withstand server cyclone / storm with the speed of 200 km / hr. , ii ) each panel frame shall be complete with a weatherproof junction box as per the relevant. , iii ) bis specifications, where the module terminals shall be interconnected and output taken. , iv ) all nuts & bolts should be made of very good quality and should be corrosion resistant , v ) the structures should be designed to allow easy replacement of any module. , vi ) the array structure shall be so designed that it will occupy minimum space without scarify the out put from the spv panels. , vii ) pv array is fixed at an angle of 23.50 for optimum use of solar energy. , viii ) the motor pump set should have a 25 years warranty , column pipe , cost ofheavy duty jointless , leak proof h.d.p.e columnpipe 32 mm dia. x 6kg / cm2holding the pump in borewell ( having the capacity of bearing load of up to 3000 kg ) with s.s. nipple screwed end fix with clamps & nut bolts, including cost of lowering in the bore well complete. , copper flexible power cable , cost of copper flexible power cable 4mm2 x 4core of approved quality and specially recommended for three phase solar pumps including the cost of jointing with lead of motor with cable tie & steel grip tape etc. including the cost of lowering in the bore well complete , safety rope , cost of g.i safety rope of required size for the safety of pump including the cost of lowering in the bore well complete. , basic rate of 65.3 mm outer dia 6.1a brass liner, 0.9 mm thick short ( for sdwp ) in 310mm length as per relevant is 15500 ( part 6 ) :2004. this part specifies the requirement of brass components used in the asembly of im ii each type of hand pump ( sdwp ) covered in this standard....

Drinking Water And Sanitation Department - Jharkhand

32223704 the quotation is invited to ascertain and assess the rate of materials at par with lowest market rate for framing of schedule of rate under d. w and s division hazaribag 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( iv ) 32 mm 120 ( v ) 40 mm 121 ( vi ) 50 mm 122 ( vii ) 65 mm 123 ( viii ) 80 mm 124 ( ix ) 100 mm 125 ( x ) 125 mm 126 ( xi ) 150 mm 127 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 128 ( i ) 20 mm 129 ( ii ) 25 mm 130 ( iii ) 32 mm 131 ( iv ) 40 mm 132 ( v ) 50 mm 133 ( vi ) 65 mm 134 ( vii ) 80 mm 135 ( viii ) 100 mm 136 ( ix ) 125 mm 137 ( x ) 150 mm 138 [ g ] union socket of the following sizes 139 ( i ) 15 mm 140 ( ii ) 20 mm 141 ( iii ) 25 mm 142 ( iv ) 32 mm 143 ( v ) 40 mm 144 ( vi ) 50 mm 145 ( vii ) 65 mm 146 ( viii ) 80 mm 147 ( ix ) 100 mm 148 ( x ) 125 mm 149 ( xi ) 150 mm 150 [ h ] plugs of the following sizes 151 ( i ) 15 mm 152 ( ii ) 20 mm 153 ( iii ) 25 mm 154 ( iv ) 32 mm 155 ( v ) 40 mm 156 ( vi ) 50 mm 157 ( vii ) 65 mm 158 ( viii ) 80 mm 159 ( ix ) 100 mm 160 ( x ) 125 mm 161 ( xi ) 150 mm 162 [ i ] jam nuts of the following sizes 163 ( i ) 15 mm 164 ( ii ) 20 mm 165 ( iii ) 25 mm 166 ( iv ) 32 mm 167 ( v ) 40 mm 168 ( vi ) 50 mm 169 ( vii ) 65 mm 170 ( viii ) 80 mm 171 ( ix ) 100 mm 172 ( x ) 125 mm 173 ( xi ) 150 mm 174 [ j ] g.i. nipple of the following sizes 175 ( i ) 15 mm dia x 100 mm long 176 ( ii ) 20 mm dia x 100 mm long 177 ( iii ) 25 mm dia x 100 mm long 178 ( iv ) 32mm dia x 100 mm long 179 ( v ) 40 mm dia x 100 mm long 180 ( vi ) 50 mm dia x 100 mm long 181 ( vii ) 65 mm dia x 100 mm long 182 ( viii ) 80 mm dia x 100 mm long 183 ( ix ) 100 mm dia x 100 mm long 184 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 185 ( i ) 15 mm dia 186 ( ii ) 20 mm dia 187 ( iii ) 25 mm dia 188 ( iv ) 32 mm dia 189 ( v ) 40 mm dia 190 ( vii ) 65 mm dia 191 mirrors ( m931 ) 192 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 193 ( b ) do 450 mm x 300 mm do 194 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 195 ( b ) do 450 mm x 125 mm do 196 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 197 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 198 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 199 c.p. liquid soap solution holder ( m935 ) 200 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 201 ( a ) 580 mm long 202 ( b ) 510 mm long 203 ( c ) 450 mm long 204 ( d ) 510 mm long white glazed fiber i.w.c 205 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 206 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 207 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 208 ( b ) 10.0 liters capacity p.v.c. low design cistern 209 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 210 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 211 ( c ) black / white plastic seat for e.w.c do as above. 212 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 213 ( b ) do squatting small 450 mm x 350 mm 214 ( c ) do squatting large 600 mm x 350 mm 215 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 216 ( e ) partition plate for urinal 25 x 13 size 217 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 218 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 219 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 220 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 221 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 222 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 223 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 224 drain board. ( m944 ) 225 ( a ) 600 mm x 450 mm ( 24 x 18 ) 226 ( b ) 525 mm x 450 mm ( 21 x 18 ) 227 h.c.i. pipes ( m945 ) 228 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 229 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 230 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 231 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 232 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 233 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 234 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 235 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 236 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 237 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 238 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 239 ( l ) 150 mm dia single socket 3 0 with ear 240 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 241 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 242 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 243 ( p ) 150 mm dia single socket 2 0 with ear 244 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 245 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 246 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 247 ( t ) 150 mm dia single socket 248 h.c.i. fittings. ( m946 ) 249 ( i ) plain bend of following size 250 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 251 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 252 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 253 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 254 ( ii ) bend with door with following size 255 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 256 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 257 ( c ) 100 mm dia do 5.5 kg 258 ( d ) 150 mm dia do 259 ( iii ) single junction with door of followings sizes. 260 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 261 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 262 ( c ) 100 mm dia do 9.50 kg 263 ( d ) 150 mm dia do 264 ( iv ) double junction with door of following sizes. 265 ( a ) 50 mm dia do 4.5 kg 266 ( b ) 80 mm dia do 7.00 kg 267 ( c ) 100 mm dia do 13.00 kg 268 ( d ) 150 mm dia do 269 ( v ) heel rest bend of following sizes 270 ( a ) 50 mm dia 271 ( b ) 80 mm dia 272 ( c ) 100 mm dia 273 ( d ) 150 mm dia 274 ( vi ) cowel of following sizes 275 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 276 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 277 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 278 ( d ) 150 mm dia do 279 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 280 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 281 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 282 ( x ) pass over 50 mm x 150 mm for 50 mm projection 283 ( xi ) do 100 mm x 150 mm for 100 mm projection 284 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 285 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 286 ( xiv ) h.c.i. offset 80 mm projection of the following size 287 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 288 ( b ) 80 mm dia do 3.50 kg 289 ( c ) 100 mm dia do 5.00 kg 290 ( d ) 150 mm dia do 291 ( xv ) h.c.i. socket of following sizes 292 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 293 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 294 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 295 ( d ) 150 mm dia ( weight without ear ) do 296 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 297 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 298 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 299 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 300 c.i. bracket pair for w.h.b. ( m948 ) 301 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 302 ( b ) do for 12.5 liter cistern 303 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 304 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 305 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 306 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 307 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 308 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 309 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 310 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 311 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 312 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 313 pig lead ( m953 ) 314 yarn ( m954 ) 315 rubber gasket for c.i pipe of good quality ( m955 ) 316 ( a ) 80 mm 317 ( b ) 100 mm 318 ( c ) 125 mm 319 ( d ) 150 mm 320 ( e ) 200 mm 321 ( f ) 250 mm 322 ( g ) 300 mm 323 ( h ) 350 mm 324 ( i ) 400 mm 325 ( j ) 450 mm 326 ( k ) 500 mm 327 ( l ) 600 mm 328 ( m ) 700 mm 329 ( n ) 750 mm 330 ( o ) 800 mm 331 ( p ) 900 mm 332 ( q ) 1000 mm 333 ( r ) 1200 mm 334 cotton waste ( m956 ) 335 asbestos suta ( gland packing ) ( m957 ) 336 solvent cement ( m958 ) 337 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 338 cp & pvc fitting ( m960 ) 339 ( i ) 32 mm dia c.p. waste 340 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 341 ( iii ) 40 mm dia c.p. waste 342 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 343 ( v 100 mm dia steel jali 344 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 345 ( vii ) 50 mm dia pvc pipe with coupling 346 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 347 ( i ) pillar cock ( isi ) 348 ( ii ) pillar cock ( long neck ) 349 ( iii ) bib cock ( isi ) 350 ( iv ) bib cock ( long thread ) 351 ( v ) angular stop cock 352 ( vi ) angular stop cock ( long thread ) 353 ( vii ) concealed stop cock reduce ( isi ) 354 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 355 ( ix ) long body bib cock 356 ( x ) swan neck tap with left hand operating knob 357 ( xi ) central hole basin mixer ( best quality ) 358 ( xii ) wall mixer with telephonic shower arrangement 359 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 360 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 361 ( xv ) sink mixer with swinging casted spout 362 ( xvi ) sink cock with swinging casted spout 363 ( xvii ) 4 way diverter for concealed fittings 364 ( xviii ) pressure adjustable shower with revolving joint 365 ( xix ) telephone shower with flexible pipe 366 ( xx ) flush cock with wall flange ( 25 mm ) 367 ( xxi ) towel rail 24 368 ( xxii ) towel ring 369 ( xxiii ) soap dish 370 ( xxiv ) tumbler holder 371 ( xxv ) toilet paper holder 372 ( xxvi ) glass shelf 22 373 ( xxvii ) corner glass shelf with bracket 374 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 375 c.i special & pvc pipes ( m962 ) 376 1. c.i double shocketted fittings bend such as bend, tee, taper, 377 ( a ) 80 200 mm 378 ( b ) 250 700 mm 379 ( c ) 700 1000 mm 380 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 381 ( a ) 80 200 mm 382 ( b ) 250 700 mm 383 ( c ) 700 1000 mm 384 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 385 providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) 386 socketed 387 100 150 mm dia 388 200 300mm dia 389 350 450mm dia 390 500 600mm dia 391 700 mm dia 392 800 mm dia 393 900 mm dia 394 1000 mm dia 395 1100 mm dia 396 1200 mm dia 397 flanged 398 100 150 mm dia 399 200 300 mm dia 400 350 450mm dia 401 500 600mm dia 402 700 mm dia 403 800 mm dia 404 900 mm dia 405 1000 mm dia 406 1100 mm dia 407 1200 mm dia 408 rcc esr ( m1030 ) 409 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 410 notes 411 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 412 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 413 for design having more than 6 columns, suitable bracing is obligatory. 414 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 415 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 416 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 417 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 418 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 419 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 420 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 421 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 422 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 423 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 424 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 425 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 426 12 to 16 m staging 2% per metre 427 16 to 20 m staging 3% per metre 428 20 m and above 4% per metre 429 for 17 m staging height, percentage calculation will be like below : 430 12 to 16 m 4 x 2 = 8% 431 16 & 17 m 1 x 3% = 3% total = 11% 432 for 21 m staging height, percentage calculation will be like below : 433 12 to 16 m 4 x 2 = 8% 434 16 to 20 m 4 x 3% = 12% 435 20& 21 m 1 x 4% = 4% total = 24% 436 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 437 notes 438 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 439 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 440 rates for rcc esrs 441 upto 25, 000 litres 442 cost of 25, 000 litres capacity 443 add for capacity above 25, 000 upto 50, 000 litres 444 cost of 50, 000 litres capacity 445 add for capacity above 50, 000 upto 75, 000 litres 446 cost of 75, 000 litres capacity 447 add for capacity above 75, 000 upto 1, 00, 000 litres 448 cost of 1, 00, 000 litres capacity 449 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 450 cost of 1, 50, 000 litres capacity 451 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 452 cost of 2, 00, 000 litres capacity 453 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 454 cost of 2, 50, 000 litres capacity 455 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 456 cost of 3, 00, 000 litres capacity 457 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 458 cost of 4, 00, 000 litres capacity 459 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 460 cost of 5, 00, 000 litres capacity 461 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 462 cost of 7, 50, 000 litres capacity 463 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 464 cost of 10, 00, 000 litres capacity 465 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 466 cost of 15, 00, 000 litres capacity 467 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 468 cost of 20, 00, 000 litres capacity 469 rcc gsr and sump ( m1031 ) 470 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 471 anti –termite treatment shall be given for under ground portion of the structure. 472 notes 473 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 474 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 475 entire structure shall be in m 300 only. 476 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 477 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 478 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 479 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 480 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 481 cost of pump house is not included in these rates. 482 above rates are applicable for seismic zones 2, 3 and 4. 483 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 484 10% shall be added for sump if over head pump house is proposed. 485 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 486 rates for rcc gsrs and sumps 487 upto 25, 000 litres 488 cost of 25, 000 litres capacity 489 add for capacity above 25, 000 upto 50, 000 litres 490 cost of 50, 000 litres capacity 491 add for capacity above 50, 000 upto 75, 000 litres 492 cost of 75, 000 litres capacity 493 add for capacity above 75, 000 upto 1, 00, 000 litres 494 cost of 1, 00, 000 litres capacity 495 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 496 cost of 1, 50, 000 litres capacity 497 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 498 cost of 2, 00, 000 litres capacity 499 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 500 cost of 3, 00, 000 litres capacity 501 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 502 cost of 5, 00, 000 litres capacity 503 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 504 cost of 10, 00, 000 litres capacity 505 addforcapacityabove10, 00, 000upto15, 00, 000 litres 506 cost of 15, 00, 000 litres capacity 507 add for capacity above 15, 00, 000 litres 508 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 509 unconventionalwater treatment plant ( m1032 ) 510 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 511 aeration fountain 512 inlet arrangements 513 mixing channel with ventury flume and flow measuring arrangement 514 inlet channel 515 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 516 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 517 rapid sand gravity filters all valve shall be glandless. 518 filter house 519 chemical house 520 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 521 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 522 tcl solution tank with mixing, carrying and dosing arrangement with piping. 523 bypass arrangement 524 external and internal electrification 525 laboratory equipments 526 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 527 wash water pumps with 100% standby 528 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 529 pure water sump of capacity equal to 1 hourpumping capacity. 530 pure water pump house over the sump / by the side of sump. 531 drainage arrangements 532 alum store 533 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 534 these rates are applicable for seismic zones 2, 3 and 4. 535 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 536 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 537 unconventional treatment plants less than 1 mld capacity shall not be constructed. 538 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 539 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 540 unconventional water treatment plant 541 fixed cost for 1 mld 542 add for capacity above 1 mld upto 2 mld 543 cost of 2 mld treatment plant 544 add for capacity above 2 mld upto 3 mld 545 cost of 3 mld treatment plant 546 conventionalwater treatment plant ( m1033 ) 547 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 548 aeration fountain plan are a not less than 0.625 square metre per mld 549 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 550 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 551 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 552 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 553 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 554 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 555 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 556 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 557 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 558 chemical house in two storeys 559 ground floor to accommodate 7 days alum requirement and sundry storage. 560 first floor to accommodate alum and lime tanks.etc. 561 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 562 pure water sump and sump house. 563 capacity of sump – one hour of designed flow. 564 pump house pump house of required size over the sump or by the side. 565 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 566 vacuum feed type chlorinators make tobe approved by mjp. 567 conforming to i.s. 10533 a part ii 1983 568 rate for withdrawal 569 temperature kg. of chlorine discharge degree c per day ( cylinders ) 570 45 67 tonnes 571 10 6.359.50 110 572 15 10.75 16.10130 573 20 14.50 21.24254 574 27&above18.70 28.12315 575 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 576 100% standby shall be provided. 577 by pass arrangements c.i. or m.s. pipes. 578 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 579 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 580 drainage arrangements – rcc pipes up to plot boundary. 581 electrical installation – both internal and external including entire plant area. 582 laboratory equipment –as per requirement ( to be specified during tendering ) . 583 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 584 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 585 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 586 all pipes condutes channels with20%overloading 587 these rates are applicable for seismic zones 2, 3 and 4. 588 all rcc structures shall be constructed in m 300. 589 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 590 conventional water treatment plant 591 above3 mld to upto 5 mld 592 cost of 5 mld treatment plant 593 add for capacity above 5mld upto 10 mld 594 cost of 10 mld treatment plant 595 add for capacity above 10 mld upto20 mld 596 cost of 20 mld treatment plant 597 add for capacity above 20 mld upto 50 mld 598 cost of 50 mld treatment plant 599 add for capacityabove 50 mld upto 100 mld 600 cost of 100 mld treatment plant 601 add for capacity above 100 mld 602 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 603 300 mm dia for gpt 604 400 mm dia for hygpt 605 hydt :cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 606 from 0 50 meter 607 from 51 125 meter 608 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 609 drillig upto 30 mtr depth below g. l. in rural area 610 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 611 trenchless ( m1038 ) 612 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 613 from 900 mm to 1000 mm dia 614 in soft soil 615 in hard soil 616 in sandy soil 617 in stone soil 618 from 1000 mm to 1200 mm dia 619 in soft soil 620 in hard soil 621 in sandy soil 622 in stone soil 623 above 1200 mm to 1500 mm dia 624 in soft soil 625 in hard soil 626 in sandy soil 627 in stone soil 628 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 629 upto 300 mm dia 630 in soft soil 631 in hard soil 632 in sandy soil 633 in stone soil 634 above300 mm to 450 mm dia 635 in soft soil 636 in hard soil 637 in sandy soil 638 in stone soil 639 above 450 mm to 600 mm dia 640 in soft soil 641 in hard soil 642 in sandy soil 643 in stone soil 644 above 600 mm to 900 mm dia 645 in soft soil 646 in hard soil 647 in sandy soil 648 in stone soil 649 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 650 upto 300 mm dia 651 in soft soil 652 in hard soil 653 in sandy soil 654 in stone soil 655 above300 mm to 450 mm dia 656 in soft soil 657 in hard soil 658 in sandy soil 659 in stone soil 660 above 450 mm to 600 mm dia 661 in soft soil 662 in hard soil 663 in sandy soil 664 in stone soil 665 above 600 mm to 900 mm dia 666 in soft soil 667 in hard soil 668 in sandy soil 669 in stone soil 670 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 671 without byepass arrangement pn 1 672 50 mm 673 65 mm 674 80 mm 675 100 mm 676 125 mm 677 150 mm 678 200 mm 679 250 mm 680 300 mm 681 350 mm 682 400 mm 683 450 mm 684 500 mm 685 600 mm 686 700 mm 687 750 mm 688 800 mm 689 900 mm 690 1000 mm 691 1100 mm 692 1200 mm 693 with byepass arrangement pn 1 694 50 mm 695 65 mm 696 80 mm 697 100 mm 698 125 mm 699 150 mm 700 200 mm 701 250 mm 702 300 mm 703 350 mm 704 400 mm 705 450 mm 706 500 mm 707 600 mm 708 700 mm 709 750 mm 710 800 mm 711 900 mm 712 1000 mm 713 1100 mm 714 1200 mm 715 without byepass arrangement pn 1.6 716 50 mm 717 65 mm 718 80 mm 719 100 mm 720 125 mm 721 150 mm 722 200 mm 723 250 mm 724 300 mm 725 350 mm 726 400 mm 727 450 mm 728 500 mm 729 600 mm 730 with byepass arrangement pn 1.6 731 50 mm 732 65 mm 733 80 mm 734 100 mm 735 125 mm 736 150 mm 737 200 mm 738 250 mm 739 300 mm 740 350 mm 741 400 mm 742 450 mm 743 500 mm 744 600 mm 745 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 746 with byepass arrangement pn 1 747 50 mm 748 65 mm 749 80 mm 750 100 mm 751 125 mm 752 150 mm 753 200 mm 754 250 mm 755 300 mm 756 350 mm 757 400 mm 758 450 mm 759 500 mm 760 600 mm 761 700mm 762 750 mm 763 800 mm 764 900 mm 765 1000 mm 766 1100 mm 767 1200mm 768 without byepass arrangement pn 1 769 50 mm 770 65 mm 771 80 mm 772 100 mm 773 125 mm 774 150 mm 775 200 mm 776 250 mm 777 300 mm 778 350 mm 779 400 mm 780 450 mm 781 500 mm 782 600 mm 783 700mm 784 750 mm 785 800 mm 786 900 mm 787 1000 mm 788 1100 mm 789 1200mm 790 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 791 without byepass arrangement pn 1.6 792 50 mm 793 65 mm 794 80 mm 795 100 mm 796 125 mm 797 150 mm 798 200 mm 799 250 mm 800 300 mm 801 350 mm 802 400 mm 803 450 mm 804 500 mm 805 600 mm 806 700mm 807 750 mm 808 800 mm 809 900 mm 810 1000 mm 811 1100 mm 812 1200mm 813 with byepass arrangement pn 1.6 814 50 mm 815 65 mm 816 80 mm 817 100 mm 818 125 mm 819 150 mm 820 200 mm 821 250 mm 822 300 mm 823 350 mm 824 400 mm 825 450 mm 826 500 mm 827 600 mm 828 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 829 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 830 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 831 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 832 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 833 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 834 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 835 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 836 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 837 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 838 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 839 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 840 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 841 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 842 packaged lamella clarified type wtp with mgf capacity in mld. 843 size 0.2 844 size 0.3 845 size 0.4 846 size 0.5 847 size 0.6...

Drinking Water And Sanitation Department - Jharkhand

32223666 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor, quotations through etender are invited for rate of items / materials annexed as annexure 1m079 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system per liter m193 gi pipe 50 mm dia ( tata or equivalent make ) m m337 jute p / kg m922 g.m. ferrules ( i ) 8 mm dia wt. not less than 400 gms each ( ii ) 10 mm dia wt. not less than 400 gms each ( iii ) 15 mm dia wt. not less than 400 gms each ( iv ) 20 mm dia wt. not less than 600 gms each ( v ) 25 mm dia wt. not less than 900 gms each m923 stop cocks ( i ) 15 mm brass stop cock wt. not less than 300 gms each ( ii ) 20 mm brass stop cock wt. not less than 400 gms each ( iii ) 25 mm brass stop cock wt. not less than 575 gms each ( iv ) 32 mm brass stop cock wt. not less than 850 gms each ( v ) 40 mm brass stop cock wt. not less than 1.15 kg each ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg each ( vii ) 15 mm dia c.i. body brass working part stop cock. each ( viii ) 20 mm dia c.i. body brass working part stop cock. each ( ix ) 25 mm dia c.i. body brass working part stop cock. each m924 g.m. full way valve ( i ) 15 mm dia wt. not less than 300 gms without wheel each ( ii ) 20 mm dia wt. not less than 400 gms without wheel each ( iii ) 25 mm dia wt. not less than 500 gms without wheel each ( iv ) 32 mm dia wt. not less than 700 gms without wheel each ( v ) 40 mm dia wt. not less than 1.0 kg without wheel each ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel each ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel each ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel each m925 g.m. non return valve verticle ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m926 g.m. non return valve horizontal ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m927 cocks ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms each ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms each ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms each ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms each ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms each ( vi ) 15 mm c.i. plug cock ordinary each ( vii ) 15 mm c.i. push cock ordinary each m928 chromium plated brass fittings ( i ) c.p. shower rose 100 mm dia each ( ii ) c.p. shower rose 125 mm dia each ( iii ) p.v.c. shower rose 150 mm dia each ( iv ) p.v.c shower rose 125 mm dia each m929 connection pipe ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. each ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. each ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. each ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. each m930 g.i. fittings ( conforming to i.s. 1879 ) isi marked [ a ] g.i. bend ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ b ] elbow of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ c ] tee plain of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ d ] reducing tee plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ e ] socket plain of the following size ( taking larger dimension ) ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ f ] reducing socket plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ g ] union socket of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ h ] plugs of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ i ] jam nuts of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ j ] g.i. nipple of the following sizes ( i ) 15 mm dia x 100 mm long each ( ii ) 20 mm dia x 100 mm long each ( iii ) 25 mm dia x 100 mm long each ( iv ) 32mm dia x 100 mm long each ( v ) 40 mm dia x 100 mm long each ( vi ) 50 mm dia x 100 mm long each ( vii ) 65 mm dia x 100 mm long each ( viii ) 80 mm dia x 100 mm long each ( ix ) 100 mm dia x 100 mm long each [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality ( i ) 15 mm dia per mtr. ( ii ) 20 mm dia per mtr. ( iii ) 25 mm dia per mtr. ( iv ) 32 mm dia per mtr. ( v ) 40 mm dia per mtr. ( vii ) 65 mm dia per mtr. m931 mirrors ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror each ( b ) do 450 mm x 300 mm do each m932 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail each ( b ) do 450 mm x 125 mm do each m933 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete each ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets each m934 c.p. brass soap dish medium quality with screw and hinges etc. each m935 c.p. liquid soap solution holder each m936 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make ( a ) 580 mm long each ( b ) 510 mm long each ( c ) 450 mm long each ( d ) 510 mm long white glazed fiber i.w.c each m937 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make each m938 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket each m939 ( a ) 12.5 liters lowdown c.i. cistern each ( b ) 10.0 liters capacity p.v.c. low design cistern each m940 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make each ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make each ( c ) black / white plastic seat for e.w.c do as above. each m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size each ( b ) do squatting small 450 mm x 350 mm each ( c ) do squatting large 600 mm x 350 mm each ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make each ( e ) partition plate for urinal 25 x 13 size each ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings each m942 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make each m943 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) each ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) each ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) each ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) each m944 drain board ( a ) 600 mm x 450 mm ( 24 x 18 ) each ( b ) 525 mm x 450 mm ( 21 x 18 ) each m945 h.c.i. pipes ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) each ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) each ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) each ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) each ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) each ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) each ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) each ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) each ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) each ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) each ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) each ( l ) 150 mm dia single socket 3 0 with ear each ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) each ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) each ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) each ( p ) 150 mm dia single socket 2 0 with ear each ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) each ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) each ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) each ( t ) 150 mm dia single socket each m946 h.c.i. fittings. ( i ) plain bend of following size ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) each ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) each ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) each ( ii ) bend with door with following size ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) each ( c ) 100 mm dia do 5.5 kg each ( d ) 150 mm dia do each ( iii ) single junction with door of followings sizes. ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) each ( c ) 100 mm dia do 9.50 kg each ( d ) 150 mm dia do each ( iv ) double junction with door of following sizes. ( a ) 50 mm dia do 4.5 kg each ( b ) 80 mm dia do 7.00 kg each ( c ) 100 mm dia do 13.00 kg each ( d ) 150 mm dia do each ( v ) heel rest bend of following sizes ( a ) 50 mm dia each ( b ) 80 mm dia each ( c ) 100 mm dia each ( d ) 150 mm dia each ( vi ) cowel of following sizes ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) each ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) each ( d ) 150 mm dia do each ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg each ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg each ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg each ( x ) pass over 50 mm x 150 mm for 50 mm projection each ( xi ) do 100 mm x 150 mm for 100 mm projection each ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg each ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg each ( xiv ) h.c.i. offset 80 mm projection of the following size ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg each ( b ) 80 mm dia do 3.50 kg each ( c ) 100 mm dia do 5.00 kg each ( d ) 150 mm dia do each ( xv ) h.c.i. socket of following sizes ( a ) 50 mm dia ( weight without ear ) 1.50 kg each ( b ) 80 mm dia ( weight without ear ) 3.00 kg each ( c ) 100 mm dia ( weight without ear ) 4.50 kg each ( d ) 150 mm dia ( weight without ear ) do each m947 c.i. cover with frame for manhole and inspection chamber ( a ) 600 mm x 450 mm size ( wt. 39 kg ) each ( b ) 600 mm x 450 mm size ( wt. 25 kg ) each ( c ) 500 mm x 450 mm size ( wt. 25 kg ) each m948 c.i. bracket pair for w.h.b ( a ) 550 mm x 400 mm size ( 22 x 16 ) each ( b ) do for 12.5 liter cistern each ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink each ( d ) 40 mm x 60 mm ms plate bracket for sink as above each m949 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b each ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink each ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal each ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal each m950 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each m951 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern each m952 rubber inserttion 3 mm ( 1 / 8 ) thick per kg m953 pig lead per kg m954 yarn per kg m955 rubber gasket for c.i pipe of good quality ( a ) 80 mm each ( b ) 100 mm each ( c ) 125 mm each ( d ) 150 mm each ( e ) 200 mm each ( f ) 250 mm each ( g ) 300 mm each ( h ) 350 mm each ( i ) 400 mm each ( j ) 450 mm each ( k ) 500 mm each ( l ) 600 mm each ( m ) 700 mm each ( n ) 750 mm each ( o ) 800 mm each ( p ) 900 mm each ( q ) 1000 mm each ( r ) 1200 mm each m956 cotton waste p / kg m957 asbestos suta ( gland packing ) p / kg m958 solvent cement p / kg m959 hydrocloric acid ( sepecific gravity 1.20 ) p / lit m960 cp & pvc fitting ( i ) 32 mm dia c.p. waste each ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling each ( iii ) 40 mm dia c.p. waste each ( iv 40 mm dia pvc waste pipe 750 mm long with coupling each ( v 100 mm dia steel jali each ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) each ( vii ) 50 mm dia pvc pipe with coupling each m961 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) ( i ) pillar cock ( isi ) eech ( ii ) pillar cock ( long neck ) each ( iii ) bib cock ( isi ) each ( iv ) bib cock ( long thread ) each ( v ) angular stop cock each ( vi ) angular stop cock ( long thread ) each ( vii ) concealed stop cock reduce ( isi ) each ( viii ) concealed stop cock heavy duty extra adjustable wall flange each ( ix ) long body bib cock each ( x ) swan neck tap with left hand operating knob each ( xi ) central hole basin mixer ( best quality ) each ( xii ) wall mixer with telephonic shower arrangement each ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange each ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange each ( xv ) sink mixer with swinging casted spout each ( xvi ) sink cock with swinging casted spout each ( xvii ) 4 way diverter for concealed fittings each ( xviii ) pressure adjustable shower with revolving joint each ( xix ) telephone shower with flexible pipe each ( xx ) flush cock with wall flange ( 25 mm ) each ( xxi ) towel rail 24 each ( xxii ) towel ring each ( xxiii ) soap dish each ( xxiv ) tumbler holder each ( xxv ) toilet paper holder each ( xxvi ) glass shelf 22 each ( xxvii ) corner glass shelf with bracket each ( xxviii ) flush valve complete with 32 mm size control cock & flange each m962 c.i special & pvc pipes 1. c.i double shocketted fittings bend such as bend, tee, taper, ( a ) 80 200 mm per / kg ( b ) 250 700 mm per / kg ( c ) 700 1000 mm per / kg 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc ( a ) 80 200 mm per / kg ( b ) 250 700 mm per / kg ( c ) 700 1000 mm per / kg spare parts of hand pump m963 hexagonal bolt m12x1.75x40mm long common to marks ii & iii each m964 hexagonal nut m12x1.75mm each m965 washer m12 ( 2.5mm thick ) each m966 high tensile bolt m10x1.5x40mm long. each m967 nyloc nut m10x1.5mm each m968 handle axle ( stainless steel ) each m969 washer for handle axle ( 4mm thick ) each m970 ball bearing 6204 z each m971 spacer for handle. each m972 chain with coupling. each m973 hexagonal bolt for front cover m12x1.75mm long. each m974 nitrile rubber cup washer for mark – ii & iii each m975 nitrile sealing ring mark – ii each m976 nitrile rubber seating big for lower valve mark ii each m977 nitrile rubber seating small for upper valve mark ii. each m978 hexagonal rod coupling m12x1.75x50mm long. each m979 pump head assembly ( g.i. ) with front cover, bolt & third plate. each m980 front cover ( g.i. ) each m981 handle assembly ( g.i. ) each m982 ( a ) water tank assembly for mark – ii ( g.i. ) each ( b ) water tank assembly for mark – iii ( vlom 65 ) each m983 stand assembly ( g.i. ) normal. each m984 stand assembly ( telescopic ) ( g.i ) . each m985 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) each m986 a ) cylinder assembly complete set for mark ii each b ) cylinder assembly complete set for mark iii ( vlom 65 ) each m987 a ) upper valve assembly complete set for india mark ii each b ) upper valve assembly complete set for india mark iii ( vlom 65 ) each m988 a ) lower valve assembly complete set for india mark ii each b ) lower valve assembly complete set for im iii each m989 reducer cap for cylinder mark ii each m990 a ) plunger rod ( s.s. ) for mark – ii each b ) plunger rod ( s.s. ) for mark – iii each m991 upper valve guide ( g.m. ) . each m992 rubber seat retainer for mark ii each m993 third plate for head assembly ( galanized ) each m994 cylinder body with brass liner for im ii with reducer cap for top and bottom. each m995 gun metal spacer. each m996 check valve guide mark ii each m997 a ) check valve seat for mark – ii each b ) check valve seat for mark – iii each m998 nitrile rubber “o” ring ( vlom 65 ) each m999 push rod for mark – iii ( s.s ) . each m1000 check nut for push rod ( s.s. ) . each m1001 nitrile rubber cup washer for vlom 50 each m1002 nitrile rubber sealing ring for mark – iii vlom 65 each m1003 nitrile rubber seating big for lower valve mk ii each m1004 nitrile rubber seating big for lower valve m iii vlom 65 ) each m1005 nitrile rubber bobbin vlom 50 each m1006 nitrile rubber “o” ring vlom 50 each m1007 nitrile rubber cone for vlom 50 each m1008 nitrile rubber cone for vlom 65 each m1009 nitrile rubber centralizer 150mm for ( vlom 65 ) . each m1010 nitrile rubber centralizer 125mm for ( vlom 65 ) . each m1011 nitrile rubber centralizer 150mm for ( vlom 50 ) . each m1012 nitrile rubber centralizer 125mm for vlom 50 each m1013 nitrile rubber centralizer 100mm for vlom 50 each m1014 water tank assembly mark – iii vlom 50 each m1015 cylinder assembly complete set for mark – iii ( vlom 50 ) each m1016 upper valve assembly complete set for im iii ( vlom 50 ) each m1017 lower valve assembly complete set for im iii ( vlom 50 ) each m1018 a ) upper cap cylinder mark – iii ( vlom 65 ) each b ) upper cap cylinder mark – iii ( vlom 50 ) each m1019 a ) bottom cap for mark – iii ( vlom 50 ) each b ) bottom cap for mark – iii ( vlom 65 ) each m1020 follower for im iii each m1021 cage for mark iii each m1022 s.s. hexagonal bolt m 6x25mm long. each m1023 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. each m1024 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 p / m m1025 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 p / m m1030 rcc esr designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. notes the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. for design having more than 6 columns, suitable bracing is obligatory. plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 12 to 16 m staging 2% per metre 16 to 20 m staging 3% per metre 20 m and above 4% per metre for 17 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 & 17 m 1 x 3% = 3% total = 11% for 21 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 to 20 m 4 x 3% = 12% 20& 21 m 1 x 4% = 4% total = 24% following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . notes conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. rates for rcc esrs upto 25, 000 litres lit. cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres lit. cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres lit. cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres lit. cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres lit. cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres lit. cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 2, 50, 000 litres lit. cost of 2, 50, 000 litres capacity job add for capacity above 2, 50, 000 upto 3, 00, 000 litres lit. cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 4, 00, 000 litres lit. cost of 4, 00, 000 litres capacity job add for capacity above 4, 00, 000 upto 5, 00, 000 litres lit. cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 7, 50, 000 litres lit. cost of 7, 50, 000 litres capacity job add for capacity above 7, 50, 000 upto 10, 00, 000 litres lit. cost of 10, 00, 000 litres capacity job add for capacity above 10, 00, 000 upto 15, 00, 000 litres lit. cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 upto 20, 00, 000 litres lit. cost of 20, 00, 000 litres capacity job m1031 rcc gsr and sump designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. anti –termite treatment shall be given for under ground portion of the structure. notes the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. entire structure shall be in m 300 only. the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. cost of pump house is not included in these rates. above rates are applicable for seismic zones 2, 3 and 4. 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 10% shall be added for sump if over head pump house is proposed. note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. rates for rcc gsrs and sumps upto 25, 000 litres lit. cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres lit. cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres lit. cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres lit. cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres lit. cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres lit. cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 3, 00, 000 litres lit. cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 5, 00, 000 litres lit. cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 10, 00, 000 litres lit. cost of 10, 00, 000 litres capacity job addforcapacityabove10, 00, 000upto15, 00, 000 litres lit. cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 litres lit. note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. m1032 unconventional water treatment plant designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. aeration fountain inlet arrangements mixing channel with ventury flume and flow measuring arrangement inlet channel flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance rapid sand gravity filters all valve shall be glandless. filter house chemical house alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. tcl solution tank with mixing, carrying and dosing arrangement with piping. bypass arrangement external and internal electrification laboratory equipments wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. wash water pumps with 100% standby air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. pure water sump of capacity equal to 1 hour pumping capacity. pure water pump house over the sump / by the side of sump. drainage arrangements alum store sanitary block with necessary water supply and drainage arrangements and internal wbm roads. these rates are applicable for seismic zones 2, 3 and 4. rates given below are inclusive of uplift pressure if any and dewatering during the entire work. all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. unconventional treatment plants less than 1 mld capacity shall not be constructed. all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. unconventional water treatment plant fixed cost for 1 mld p.job add for capacity above 1 mld upto 2 mld p.mld cost of 2 mld treatment plant p.job add for capacity above 2 mld upto 3 mld p.mld cost of 3 mld treatment plant p.job m1033 conventional water treatment plant designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . aeration fountain plan are a not less than 0.625 square metre per mld ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. wash water pumps capacity to fill water tank in 1 hour with 100% standby. air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . chemical house in two storeys ground floor to accommodate 7 days alum requirement and sundry storage. first floor to accommodate alum and lime tanks. etc. solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. pure water sump and sump house. capacity of sump – one hour of designed flow. pump house pump house of required size over the sump or by the side. store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. vacuum feed type chlorinators make tobe approved by mjp. conforming to i.s. 10533 a part ii 1983 rate for withdrawal temperature kg. of chlorine discharge degree c per day ( cylinders ) 45 67 tonnes 10 6.35 9.50 110 15 10.75 16.10 130 20 14.50 21.24 254 27&above 18.70 28.12 315 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 100% standby shall be provided. by pass arrangements c.i. or m.s. pipes. disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete drainage arrangements – rcc pipes up to plot boundary. electrical installation – both internal and external including entire plant area. laboratory equipment –as per requirement ( to be specified during tendering ) . sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. rates given below are inclusive of up lift pressure if any and dewatering during entire work. all pipes condutes channels with20%overloading these rates are applicable for seismic zones 2, 3 and 4. all rcc structures shall be constructed in m 300. note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . conventional water treatment plant above 3 mld to upto 5 mld p.mld cost of 5 mld treatment plant p.job add for capacity above 5mld upto 10 mld p.mld cost of 10 mld treatment plant p.job add for capacity above 10 mld upto 20 mld p.mld cost of 20 mld treatment plant p.job add for capacity above 20 mld upto 50 mld p.mld cost of 50 mld treatment plant p.job add for capacity above 50 mld upto 100 mld p.mld cost of 100 mld treatment plant p.job add for capacity above 100 mld p.mld m1034 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 300 mm dia for gpt p / m 400 mm dia for hygpt p / m m1035 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) from 0 50 meter p / m from 51 125 meter p / m m1036 ms pipe supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) p / m supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) item m1037 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) drillig upto 30 mtr depth below g. l. in rural area p / m drilling beyond 31 mtr upto 60 mtr below g. l. in rural area p / m m1038 trenchless installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) from 900 mm to 1000 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m from 1000 mm to 1200 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 1200 mm to 1500 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above300 mm to 450 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 450 mm to 600 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 600 mm to 900 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above300 mm to 450 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 450 mm to 600 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 600 mm to 900 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m m1039 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each m1040 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . dia 06 inch ( 150 mm ) per m id 153 mm od 167 mm screen thickness 07 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 08 inch ( 200 mm ) per m id 205 mm od 221mm screen thickness 08 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 10 inch ( 250 mm ) per m id 256 mm od 276mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 12 inch ( 300 mm ) per m id 306 mm od 326 mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 14 inch ( 350 mm ) per m id 338 mm od 363 mm screen thickness 12.5 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. m1041 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . per m m1042 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . per hrs. m1043 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . each m1044 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . each m1045 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . each m1046 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . per m m1047 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . each m1048 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . per m m1049 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . per m m1050 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . per m m1051 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . per m m1052 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . each m1053 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . each m1054 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. packaged lamella clarified type wtp with mgf capacity in mld...

Drinking Water And Sanitation Department - Jharkhand

32223632 e quotation for rate of materials for schedule rate jharkhand under d w and s division, medininagar 2022 23. 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( v ) 40 mm 120 ( vi ) 50 mm 121 ( vii ) 65 mm 122 ( viii ) 80 mm 123 ( ix ) 100 mm 124 ( x ) 125 mm 125 ( xi ) 150 mm 126 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 127 ( i ) 20 mm 128 ( ii ) 25 mm 129 ( iii ) 32 mm 130 ( iv ) 40 mm 131 ( v ) 50 mm 132 ( vi ) 65 mm 133 ( vii ) 80 mm 134 ( viii ) 100 mm 135 ( ix ) 125 mm 136 ( x ) 150 mm 137 [ g ] union socket of the following sizes 138 ( i ) 15 mm 139 ( ii ) 20 mm 140 ( iii ) 25 mm 141 ( iv ) 32 mm 142 ( v ) 40 mm 143 ( vi ) 50 mm 144 ( vii ) 65 mm 145 ( viii ) 80 mm 146 ( ix ) 100 mm 147 ( x ) 125 mm 148 ( xi ) 150 mm 149 [ h ] plugs of the following sizes 150 ( i ) 15 mm 151 ( ii ) 20 mm 152 ( iii ) 25 mm 153 ( iv ) 32 mm 154 ( v ) 40 mm 155 ( vi ) 50 mm 156 ( vii ) 65 mm 157 ( viii ) 80 mm 158 ( ix ) 100 mm 159 ( x ) 125 mm 160 ( xi ) 150 mm 161 [ i ] jam nuts of the following sizes 162 ( i ) 15 mm 163 ( ii ) 20 mm 164 ( iii ) 25 mm 165 ( iv ) 32 mm 166 ( v ) 40 mm 167 ( vi ) 50 mm 168 ( vii ) 65 mm 169 ( viii ) 80 mm 170 ( ix ) 100 mm 171 ( x ) 125 mm 172 ( xi ) 150 mm 173 [ j ] g.i. nipple of the following sizes 174 ( i ) 15 mm dia x 100 mm long 175 ( ii ) 20 mm dia x 100 mm long 176 ( iii ) 25 mm dia x 100 mm long 177 ( iv ) 32mm dia x 100 mm long 178 ( v ) 40 mm dia x 100 mm long 179 ( vi ) 50 mm dia x 100 mm long 180 ( vii ) 65 mm dia x 100 mm long 181 ( viii ) 80 mm dia x 100 mm long 182 ( ix ) 100 mm dia x 100 mm long 183 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 184 ( i ) 15 mm dia 185 ( ii ) 20 mm dia 186 ( iii ) 25 mm dia 187 ( iv ) 32 mm dia 188 ( v ) 40 mm dia 189 ( vii ) 65 mm dia 190 mirrors ( m931 ) 191 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 192 ( b ) do 450 mm x 300 mm do 193 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 194 ( b ) do 450 mm x 125 mm do 195 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 196 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 197 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 198 c.p. liquid soap solution holder ( m935 ) 199 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 200 ( a ) 580 mm long 201 ( b ) 510 mm long 202 ( c ) 450 mm long 203 ( d ) 510 mm long white glazed fiber i.w.c 204 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 205 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 206 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 207 ( b ) 10.0 liters capacity p.v.c. low design cistern 208 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 209 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 210 ( c ) black / white plastic seat for e.w.c do as above. 211 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 212 ( b ) do squatting small 450 mm x 350 mm 213 ( c ) do squatting large 600 mm x 350 mm 214 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 215 ( e ) partition plate for urinal 25 x 13 size 216 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 217 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 218 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 219 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 220 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 221 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 222 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 223 drain board. ( m944 ) 224 ( a ) 600 mm x 450 mm ( 24 x 18 ) 225 ( b ) 525 mm x 450 mm ( 21 x 18 ) 226 h.c.i. pipes ( m945 ) 227 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 228 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 229 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 230 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 231 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 232 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 233 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 234 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 235 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 236 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 237 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 238 ( l ) 150 mm dia single socket 3 0 with ear 239 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 240 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 241 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 242 ( p ) 150 mm dia single socket 2 0 with ear 243 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 244 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 245 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 246 ( t ) 150 mm dia single socket 247 h.c.i. fittings. ( m946 ) 248 ( i ) plain bend of following size 249 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 250 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 251 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 252 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 253 ( ii ) bend with door with following size 254 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 255 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 256 ( c ) 100 mm dia do 5.5 kg 257 ( d ) 150 mm dia do 258 ( iii ) single junction with door of followings sizes. 259 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 260 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 261 ( c ) 100 mm dia do 9.50 kg 262 ( d ) 150 mm dia do 263 ( iv ) double junction with door of following sizes. 264 ( a ) 50 mm dia do 4.5 kg 265 ( b ) 80 mm dia do 7.00 kg 266 ( c ) 100 mm dia do 13.00 kg 267 ( d ) 150 mm dia do 268 ( v ) heel rest bend of following sizes 269 ( a ) 50 mm dia 270 ( b ) 80 mm dia 271 ( c ) 100 mm dia 272 ( d ) 150 mm dia 273 ( vi ) cowel of following sizes 274 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 275 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 276 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 277 ( d ) 150 mm dia do 278 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 279 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 280 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 281 ( x ) pass over 50 mm x 150 mm for 50 mm projection 282 ( xi ) do 100 mm x 150 mm for 100 mm projection 283 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 284 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 285 ( xiv ) h.c.i. offset 80 mm projection of the following size 286 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 287 ( b ) 80 mm dia do 3.50 kg 288 ( c ) 100 mm dia do 5.00 kg 289 ( d ) 150 mm dia do 290 ( xv ) h.c.i. socket of following sizes 291 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 292 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 293 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 294 ( d ) 150 mm dia ( weight without ear ) do 295 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 296 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 297 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 298 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 299 c.i. bracket pair for w.h.b. ( m948 ) 300 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 301 ( b ) do for 12.5 liter cistern 302 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 303 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 304 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 305 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 306 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 307 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 308 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 309 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 310 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 311 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 312 pig lead ( m953 ) 313 yarn ( m954 ) 314 rubber gasket for c.i pipe of good quality ( m955 ) 315 ( a ) 80 mm 316 ( b ) 100 mm 317 ( c ) 125 mm 318 ( d ) 150 mm 319 ( e ) 200 mm 320 ( f ) 250 mm 321 ( g ) 300 mm 322 ( h ) 350 mm 323 ( i ) 400 mm 324 ( j ) 450 mm 325 ( k ) 500 mm 326 ( l ) 600 mm 327 ( m ) 700 mm 328 ( n ) 750 mm 329 ( o ) 800 mm 330 ( p ) 900 mm 331 ( q ) 1000 mm 332 ( r ) 1200 mm 333 cotton waste ( m956 ) 334 asbestos suta ( gland packing ) ( m957 ) 335 solvent cement ( m958 ) 336 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 337 cp & pvc fitting ( m960 ) 338 ( i ) 32 mm dia c.p. waste 339 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 340 ( iii ) 40 mm dia c.p. waste 341 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 342 ( v 100 mm dia steel jali 343 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 344 ( vii ) 50 mm dia pvc pipe with coupling 345 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 346 ( i ) pillar cock ( isi ) 347 ( ii ) pillar cock ( long neck ) 348 ( iii ) bib cock ( isi ) 349 ( iv ) bib cock ( long thread ) 350 ( v ) angular stop cock 351 ( vi ) angular stop cock ( long thread ) 352 ( vii ) concealed stop cock reduce ( isi ) 353 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 354 ( ix ) long body bib cock 355 ( x ) swan neck tap with left hand operating knob 356 ( xi ) central hole basin mixer ( best quality ) 357 ( xii ) wall mixer with telephonic shower arrangement 358 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 359 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 360 ( xv ) sink mixer with swinging casted spout 361 ( xvi ) sink cock with swinging casted spout 362 ( xvii ) 4 way diverter for concealed fittings 363 ( xviii ) pressure adjustable shower with revolving joint 364 ( xix ) telephone shower with flexible pipe 365 ( xx ) flush cock with wall flange ( 25 mm ) 366 ( xxi ) towel rail 24 367 ( xxii ) towel ring 368 ( xxiii ) soap dish 369 ( xxiv ) tumbler holder 370 ( xxv ) toilet paper holder 371 ( xxvi ) glass shelf 22 372 ( xxvii ) corner glass shelf with bracket 373 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 374 c.i special & pvc pipes ( m962 ) 375 1. c.i double shocketted fittings bend such as bend, tee, taper, 376 ( a ) 80 200 mm 377 ( b ) 250 700 mm 378 ( c ) 700 1000 mm 379 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 380 ( a ) 80 200 mm 381 ( b ) 250 700 mm 382 ( c ) 700 1000 mm 383 spare parts of hand pump 384 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 385 rcc esr ( m1030 ) 386 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 387 notes 388 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 389 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 390 for design having more than 6 columns, suitable bracing is obligatory. 391 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 392 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 393 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 394 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 395 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 396 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 397 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 398 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 399 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 400 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 401 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 402 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 403 12 to 16 m staging 2% per metre 404 16 to 20 m staging 3% per metre 405 20 m and above 4% per metre 406 for 17 m staging height, percentage calculation will be like below : 407 12 to 16 m 4 x 2 = 8% 408 16 & 17 m 1 x 3% = 3% total = 11% 409 for 21 m staging height, percentage calculation will be like below : 410 12 to 16 m 4 x 2 = 8% 411 16 to 20 m 4 x 3% = 12% 412 20& 21 m 1 x 4% = 4% total = 24% 413 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 414 notes 415 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 416 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 417 rates for rcc esrs 418 upto 25, 000 litres 419 cost of 25, 000 litres capacity 420 add for capacity above 25, 000 upto 50, 000 litres 421 cost of 50, 000 litres capacity 422 add for capacity above 50, 000 upto 75, 000 litres 423 cost of 75, 000 litres capacity 424 add for capacity above 75, 000 upto 1, 00, 000 litres 425 cost of 1, 00, 000 litres capacity 426 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 427 cost of 1, 50, 000 litres capacity 428 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 429 cost of 2, 00, 000 litres capacity 430 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 431 cost of 2, 50, 000 litres capacity 432 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 433 cost of 3, 00, 000 litres capacity 434 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 435 cost of 4, 00, 000 litres capacity 436 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 437 cost of 5, 00, 000 litres capacity 438 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 439 cost of 7, 50, 000 litres capacity 440 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 441 cost of 10, 00, 000 litres capacity 442 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 443 cost of 15, 00, 000 litres capacity 444 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 445 cost of 20, 00, 000 litres capacity 446 rcc gsr and sump ( m1031 ) 447 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 448 anti –termite treatment shall be given for under ground portion of the structure. 449 notes 450 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 451 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 452 entire structure shall be in m 300 only. 453 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 454 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 455 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 456 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 457 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 458 cost of pump house is not included in these rates. 459 above rates are applicable for seismic zones 2, 3 and 4. 460 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 461 10% shall be added for sump if over head pump house is proposed. 462 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 463 rates for rcc gsrs and sumps 464 upto 25, 000 litres 465 cost of 25, 000 litres capacity 466 add for capacity above 25, 000 upto 50, 000 litres 467 cost of 50, 000 litres capacity 468 add for capacity above 50, 000 upto 75, 000 litres 469 cost of 75, 000 litres capacity 470 add for capacity above 75, 000 upto 1, 00, 000 litres 471 cost of 1, 00, 000 litres capacity 472 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 473 cost of 1, 50, 000 litres capacity 474 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 475 cost of 2, 00, 000 litres capacity 476 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 477 cost of 3, 00, 000 litres capacity 478 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 479 cost of 5, 00, 000 litres capacity 480 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 481 cost of 10, 00, 000 litres capacity 482 addforcapacityabove10, 00, 000upto15, 00, 000 litres 483 cost of 15, 00, 000 litres capacity 484 add for capacity above 15, 00, 000 litres 485 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 486 unconventionalwater treatment plant ( m1032 ) 487 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 488 aeration fountain 489 inlet arrangements 490 mixing channel with ventury flume and flow measuring arrangement 491 inlet channel 492 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 493 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 494 rapid sand gravity filters all valve shall be glandless. 495 filter house 496 chemical house 497 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 498 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 499 tcl solution tank with mixing, carrying and dosing arrangement with piping. 500 bypass arrangement 501 external and internal electrification 502 laboratory equipments 503 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 504 wash water pumps with 100% standby 505 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 506 pure water sump of capacity equal to 1 hourpumping capacity. 507 pure water pump house over the sump / by the side of sump. 508 drainage arrangements 509 alum store 510 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 511 these rates are applicable for seismic zones 2, 3 and 4. 512 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 513 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 514 unconventional treatment plants less than 1 mld capacity shall not be constructed. 515 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 516 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 517 unconventional water treatment plant 518 fixed cost for 1 mld 519 add for capacity above 1 mld upto 2 mld 520 cost of 2 mld treatment plant 521 add for capacity above 2 mld upto 3 mld 522 cost of 3 mld treatment plant 523 conventionalwater treatment plant ( m1033 ) 524 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 525 aeration fountain plan are a not less than 0.625 square metre per mld 526 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 527 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 528 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 529 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 530 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 531 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 532 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 533 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 534 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 535 chemical house in two storeys 536 ground floor to accommodate 7 days alum requirement and sundry storage. 537 first floor to accommodate alum and lime tanks.etc. 538 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 539 pure water sump and sump house. 540 capacity of sump – one hour of designed flow. 541 pump house pump house of required size over the sump or by the side. 542 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 543 vacuum feed type chlorinators make tobe approved by mjp. 544 conforming to i.s. 10533 a part ii 1983 545 rate for withdrawal 546 temperature kg. of chlorine discharge degree c per day ( cylinders ) 547 45 67 tonnes 548 10 6.359.50 110 549 15 10.75 16.10130 550 20 14.50 21.24254 551 27&above18.70 28.12315 552 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 553 100% standby shall be provided. 554 by pass arrangements c.i. or m.s. pipes. 555 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 556 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 557 drainage arrangements – rcc pipes up to plot boundary. 558 electrical installation – both internal and external including entire plant area. 559 laboratory equipment –as per requirement ( to be specified during tendering ) . 560 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 561 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 562 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 563 all pipes condutes channels with20%overloading 564 these rates are applicable for seismic zones 2, 3 and 4. 565 all rcc structures shall be constructed in m 300. 566 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 567 conventional water treatment plant 568 above3 mld to upto 5 mld 569 cost of 5 mld treatment plant 570 add for capacity above 5mld upto 10 mld 571 cost of 10 mld treatment plant 572 add for capacity above 10 mld upto20 mld 573 cost of 20 mld treatment plant 574 add for capacity above 20 mld upto 50 mld 575 cost of 50 mld treatment plant 576 add for capacityabove 50 mld upto 100 mld 577 cost of 100 mld treatment plant 578 add for capacity above 100 mld 579 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 580 300 mm dia for gpt 581 400 mm dia for hygpt 582 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 583 from 0 50 meter 584 from 51 125 meter 585 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 586 drillig upto 30 mtr depth below g. l. in rural area 587 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 588 trenchless ( m1038 ) 589 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 590 from 900 mm to 1000 mm dia 591 in soft soil 592 in hard soil 593 in sandy soil 594 in stone soil 595 from 1000 mm to 1200 mm dia 596 in soft soil 597 in hard soil 598 in sandy soil 599 in stone soil 600 above 1200 mm to 1500 mm dia 601 in soft soil 602 in hard soil 603 in sandy soil 604 in stone soil 605 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 606 upto 300 mm dia 607 in soft soil 608 in hard soil 609 in sandy soil 610 in stone soil 611 above300 mm to 450 mm dia 612 in soft soil 613 in hard soil 614 in sandy soil 615 in stone soil 616 above 450 mm to 600 mm dia 617 in soft soil 618 in hard soil 619 in sandy soil 620 in stone soil 621 above 600 mm to 900 mm dia 622 in soft soil 623 in hard soil 624 in sandy soil 625 in stone soil 626 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 627 upto 300 mm dia 628 in soft soil 629 in hard soil 630 in sandy soil 631 in stone soil 632 above300 mm to 450 mm dia 633 in soft soil 634 in hard soil 635 in sandy soil 636 in stone soil 637 above 450 mm to 600 mm dia 638 in soft soil 639 in hard soil 640 in sandy soil 641 in stone soil 642 above 600 mm to 900 mm dia 643 in soft soil 644 in hard soil 645 in sandy soil 646 in stone soil 647 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 648 without byepass arrangement pn 1 649 50 mm 650 65 mm 651 80 mm 652 100 mm 653 125 mm 654 150 mm 655 200 mm 656 250 mm 657 300 mm 658 350 mm 659 400 mm 660 450 mm 661 500 mm 662 600 mm 663 700 mm 664 750 mm 665 800 mm 666 900 mm 667 1000 mm 668 1100 mm 669 1200 mm 670 with byepass arrangement pn 1 671 50 mm 672 65 mm 673 80 mm 674 100 mm 675 125 mm 676 150 mm 677 200 mm 678 250 mm 679 300 mm 680 350 mm 681 400 mm 682 450 mm 683 500 mm 684 600 mm 685 700 mm 686 750 mm 687 800 mm 688 900 mm 689 1000 mm 690 1100 mm 691 1200 mm 692 without byepass arrangement pn 1.6 693 50 mm 694 65 mm 695 80 mm 696 100 mm 697 125 mm 698 150 mm 699 200 mm 700 250 mm 701 300 mm 702 350 mm 703 400 mm 704 450 mm 705 500 mm 706 600 mm 707 with byepass arrangement pn 1.6 708 50 mm 709 65 mm 710 80 mm 711 100 mm 712 125 mm 713 150 mm 714 200 mm 715 250 mm 716 300 mm 717 350 mm 718 400 mm 719 450 mm 720 500 mm 721 600 mm 722 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 723 with byepass arrangement pn 1 724 50 mm 725 65 mm 726 80 mm 727 100 mm 728 125 mm 729 150 mm 730 200 mm 731 250 mm 732 300 mm 733 350 mm 734 400 mm 735 450 mm 736 500 mm 737 600 mm 738 700mm 739 750 mm 740 800 mm 741 900 mm 742 1000 mm 743 1100 mm 744 1200mm 745 without byepass arrangement pn 1 746 50 mm 747 65 mm 748 80 mm 749 100 mm 750 125 mm 751 150 mm 752 200 mm 753 250 mm 754 300 mm 755 350 mm 756 400 mm 757 450 mm 758 500 mm 759 600 mm 760 700mm 761 750 mm 762 800 mm 763 900 mm 764 1000 mm 765 1100 mm 766 1200mm 767 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 768 without byepass arrangement pn 1.6 769 50 mm 770 65 mm 771 80 mm 772 100 mm 773 125 mm 774 150 mm 775 200 mm 776 250 mm 777 300 mm 778 350 mm 779 400 mm 780 450 mm 781 500 mm 782 600 mm 783 700mm 784 750 mm 785 800 mm 786 900 mm 787 1000 mm 788 1100 mm 789 1200mm 790 with byepass arrangement pn 1.6 791 50 mm 792 65 mm 793 80 mm 794 100 mm 795 125 mm 796 150 mm 797 200 mm 798 250 mm 799 300 mm 800 350 mm 801 400 mm 802 450 mm 803 500 mm 804 600 mm 805 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) 806 dia 06 inch ( 150 mm ) 807 id 153 mm od 167 mm 808 screen thickness 07 mm 809 slot 1.00 mm 810 moc lowcarbon galvenised steel 811 length 5 mtr. 812 dia 08 inch ( 200 mm ) 813 id 205 mm od 221mm 814 screen thickness 08 mm 815 slot 1.00 mm 816 moc lowcarbon galvenised steel 817 length 5 mtr. 818 dia 10 inch ( 250 mm ) 819 id 256 mm od 276mm 820 screen thickness 10 mm 821 slot 1.00 mm 822 moc lowcarbon galvenised steel 823 length 5 mtr. 824 dia 12 inch ( 300 mm ) 825 id 306 mm od 326 mm 826 screen thickness 10 mm 827 slot 1.00 mm 828 moc lowcarbon galvenised steel 829 length 5 mtr. 830 dia 14 inch ( 350 mm ) 831 id 338 mm od 363 mm 832 screen thickness 12.5 mm 833 slot 1.00 mm 834 moc lowcarbon galvenised steel 835 length 5 mtr. 836 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 837 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 838 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 839 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 840 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 841 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 842 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 843 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 844 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 845 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 846 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 847 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 848 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 849 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 850 packaged lamella clarified type wtp with mgf capacity in mld. 851 0.2 852 0.3 853 0.4 854 0.5 855 0.6 856 pumps ( m1055 ) 857 supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 858 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 859 1 h.p. 860 1.5hp 861 2 hp 862 2.5 hp 863 3.0 hp 864 4.0 hp 865 5.0 hp 866 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 867 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 868 1.5 hp 869 2.0 hp 870 3.0 hp 871 4.0 hp 872 5.0 hp 873 6.0 hp 874 7.5 hp 875 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 876 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 877 8.0 hp 878 9.0 hp 879 10.0 hp 880 11.0 hp 881 12.5 hp 882 15.0 hp 883 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 884 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 885 17.5 hp 886 20.0 hp 887 25 hp 888 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 889 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 890 2 ) for 150 mm dia energy efficient pumps add as below 891 a. up to 8 stages : 3% on supply rate 892 b. up to 12 stages : 4% on supply rate 893 c. up to 15 stages : 5% on supply rate 894 pressure gauge ( m1056 ) 895 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 896 pressure gauge ( 100 mm dia ) 897 pressure gauge ( 150 mm dia ) 898 vacuum / combination gauge 899 supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 900 vacuum / combination gauge – 100 mm dia 901 vacuum / combination gauge – 150 mm dia 902 lifting equipment ( m1057 ) 903 chain pulley block 904 supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 905 1 tonne capacity 906 2 tonne capacity 907 3 tonne capacity 908 hand operated circular or rectangular travelling crane ( single girder ) 909 supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 910 3 tonne capacity 911 up to 5 m span 912 above 5 m up to 6 m span 913 above 6 m up to 8 m span 914 5 tonne capacity 915 up to 5 m span 916 above 5 m up to 6 m span 917 above 6 m up to 8 m span 918 above 8 m up to 10 m span 919 electric operated circular or rectangular travelling crane ( single girder ) 920 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 921 5 tonne capacity 922 above 6 m up to 8 m span 923 above 8 m up to 10 m span 924 7.5 tonne capacity 925 above 6 m upto 8 m span 926 above 8 m up to 10 m span 927 10 tonne capacity 928 above 6 m up to 8 m span 929 above 8 m up to 10 m span 930 square bar / rail 931 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 932 50 x 50 mm ( en 8 ) 933 40 x 40 mm ( en 8 ) 934 lightening arrester, ab switch, insulators ( m1058 ) 935 lightening arrestor 936 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 937 suitable for 11 kv supply, distribution class 938 suitable for 22 kv supply, distribution class 939 suitable for 33 kv supply, station class 940 disc insulator 941 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 942 suitable for 11kv line 943 suitable for 33kv line 944 pin insulator 945 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 946 suitable for 11kv line 947 suitable for 33kv line 948 air break switch without earth switch 949 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 950 suitable for 11kv line 951 rocking / tilting type 952 rotating type 953 suitable for 33kv line 954 rocking / tilting type 955 rotating type 956 air break switch with earth switch 957 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 958 suitable for 11kv line 959 rotating type 960 suitable for 33kv line 961 rotating type 962 drop out fuse ( channel mounted ) 963 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working currentup to 50 amp, capacity completeerected on provided cross arm, each set comprising 3 units 964 suitable for 11 kv line 965 suitable for 33 kv line 966 horn gap fuse ( channel mounted ) 967 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 968 suitable for 11 kv line 969 suitable for 33 kv line 970 transformer ( m1059 ) 971 power transformer ( with off load tap changer ) any isi mark 972 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 973 1. oil conservator with filling hole with cap and plain oil level gauge. 974 2. silica gel dehydrating breather charged with silica gel. 975 3. oil drain valve 976 4. oil filter valve 977 5. lifting eyes / hooks 978 6. two earthing terminals 979 7. diagram and rating plate 980 8. air vent 981 9. explosion vent 982 10. 100mm dia thermo meter with thermometer pocket 983 11. four bi directional plain roller. 984 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 985 63 kva ( no load loss 180w and load loss 1235w ) 986 100 kva ( no load loss 260w and load loss 1760w ) 987 160kva ( no load loss 260w and load loss 1760w ) 988 200kva ( no load loss 500w and load loss3000w ) 989 250kvaa ( no load loss 550w and load loss3600w ) 990 315kva ( no load loss 580w and load loss 4200w ) 991 400 kva ( no load loss 715w and load loss 5000w ) 992 500 kva ( no load loss 850w and load loss 5800w ) 993 630 kva ( no load loss 1000w and load loss 7000w ) 994 750 kva ( no load loss 1500w and load loss 8000w ) 995 power transformer ( with on load tap changer ) 996 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 997 1. oil conservator with filling hole with cap and plain oil level gauge. 998 2. silica gel dehydrating breather charged with silica gel. 999 3. oil drain valve 1000 4. oil filter valve 1001 5. lifting eyes / hooks 1002 6. two earthing terminals 1003 7. diagram and rating plate 1004 8. air vent 1005 9. explosion vent 1006 10. 100mm dia thermo meter with thermometer pocket 1007 11. four bi directional plain roller. 1008 12. buchholz relay 1009 13. resistance temp. detector 1010 14. marshalling box 1011 15. automatic voltage regulator ( avr ) 1012 16. remote tap changing controller ( rtcc ) 1013 transformer 11000 / 433 volts withon load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1014 750 kva 1015 1000 kva 1016 1250 kva 1017 1600 kva 1018 2000 kva 1019 motors ( m1060 ) 1020 foot mounted motors tefc 1500 rpm 1021 supplyingfoot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1022 15 kw ( 20 hp ) 1023 18.5 kw ( 25 hp ) 1024 22 kw ( 30 hp ) 1025 30 kw ( 40 hp ) 1026 37 kw ( 50 hp ) 1027 45 kw ( 60 hp ) 1028 55 kw ( 75 hp ) 1029 75 kw ( 100 hp ) 1030 90 kw ( 120 hp ) 1031 110 kw ( 150 hp ) 1032 132kw ( 180hp ) 1033 160kw ( 215 hp ) 1034 250kw ( 335 hp ) 1035 foot mounted motor tefc 1500 rpm 1036 0.75 kw ( 1hp ) 1037 1.1 kw ( 1.5 hp ) 1038 1.5 kw ( 2 hp ) 1039 2.2 kw ( 3 hp ) 1040 3.7 kw ( 5 hp ) 1041 5.5 kw ( 7.5 hp ) 1042 7.5 kw ( 10 hp ) 1043 9.3 kw ( 12.5 hp ) 1044 11 kw ( 15 hp ) 1045 aluminium cable ( m1061 ) 1046 cable 1047 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1048 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1049 3 core 2.5 sq mm 1050 3 core 4 sq mm 1051 3 core 6 sq mm 1052 3 core 10 sq mm 1053 3 core 16 sq mm 1054 3 core 25 sq mm 1055 3 core 35 sq mm 1056 3 core 50 sq mm 1057 3 core 70 sq mm 1058 3 core 95 sq mm 1059 3 core 120 sq mm 1060 3 core 150 sq mm 1061 3 core 185 sq mm 1062 3 core 240 sq mm 1063 3 core 300 sq mm 1064 3 core 400 sq mm 1065 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1066 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1067 3.5 core 25 sq mm 1068 3.5 core 35 sq mm 1069 3.5 core 50 sq mm 1070 3.5 core 70 sq mm 1071 3.5 core 95 sq mm 1072 3.5 core 120 sq mm 1073 3.5 core 150 sq mm 1074 3.5 core 185 sq mm 1075 3.5 core 240 sq mm 1076 3.5 core 300 sq mm 1077 3.5 core 400 sq mm 1078 ht aluminium three core 3.3 kve cable xlpe insulated 1079 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1080 3 core 35 sq mm 1081 3 core 50 sq mm 1082 3 core 70 sq mm 1083 3 core 95 sq mm 1084 3 core 120 sq mm 1085 3 core150sq mm 1086 3 core 185 sq mm 1087 3 core 240sq mm 1088 3 core 300 sq mm 1089 3 core 400 sq mm 1090 ht aluminium three core 6.6 kv ( ue ) / 11kv ecable xlpe insulated 1091 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1092 3 core 35 sq mm 1093 3 core 50 sq mm 1094 3 core 70 sq mm 1095 3 core 95 sq mm 1096 3 core 120 sq mm 1097 3 core150sq mm 1098 3 core 185 sq mm 1099 3 core 240sq mm 1100 3 core 300 sq mm 1101 3 core 400 sq mm 1102 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1103 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1104 3 core 35 sq mm 1105 3 core 50 sq mm 1106 3 core 70 sq mm 1107 3 core 95 sq mm 1108 3 core 120 sq mm 1109 3 core150sq mm 1110 3 core 185 sq mm 1111 3 core 240sq mm 1112 3 core 300 sq mm 1113 3 core 400 sq mm 1114 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1115 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1116 3 core 4 sq mm 1117 3 core 6 sq mm 1118 3 core 10 sq mm 1119 3 core 16 sq mm 1120 3 core 25 sq mm 1121 3 core 35 sq mm 1122 3 core 50 sq mm 1123 3 core 70 sq mm 1124 3 core 95 sq mm 1125 3 core 120 sq mm 1126 3 core 150 sq mm 1127 3 core 185 sq mm 1128 3 core 240 sq mm 1129 3 core 300 sq mm 1130 3 core 400 sq mm 1131 copper cable ( m1062 ) 1132 cable 1133 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1134 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1135 3 core 1.5 sq mm 1136 3 core 2.5 sq mm 1137 3 core 4 sq mm 1138 3 core 6 sq mm 1139 3 core 10 sq mm 1140 3 core 16 sq mm 1141 3 core 25 sq mm 1142 3 core 35 sq mm 1143 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1144 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1145 3 core 1.5 sq mm 1146 3 core 2.5 sq mm 1147 3 core 4 sq mm 1148 3 core 6 sq mm 1149 3 core 10 sq mm 1150 3 core 16 sq mm 1151 3 core 25 sq mm 1152 3 core 35 sq mm 1153 3 core 50 sq mm 1154 3 core 70 sq mm 1155 3 core 95 sq mm 1156 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1157 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1158 3.5 core 1.5 sq mm 1159 3.5 core 2.5 sq mm 1160 3.5 core 4 sq mm 1161 3.5 core 6 sq mm 1162 3.5 core 10 sq mm 1163 3.5 core 16 sq mm 1164 3.5 core 25 sq mm 1165 3.5 core 35 sq mm 1166 3.5 core 50 sq mm 1167 3 .5 core 70 sq mm 1168 3.5 core 95 sq mm 1169 3.5 core 120 sq mm 1170 3 .5 core150sq mm 1171 3.5 core 185 sq mm 1172 3.5 core 240sq mm 1173 3.5 core 300 sq mm 1174 3.5 core 400 sq mm 1175 copper conductor 3.5 core xlpe / pvcunarmoured 1176 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1177 3.5core 25 sq mm 1178 3.5core 35 sq mm 1179 3.5 core 50 sq mm 1180 3.5 core 70 sq mm 1181 3.5 core 95 sq mm 1182 3.5 core 120 sq mm 1183 3.5 core150sq mm 1184 3.5 core 185 sq mm 1185 3.5 core 240sq mm 1186 3.5 core 300 sq mm 1187 3.5 core 400 sq mm 1188 copper conductor three core, xlpe / pvc insulated & armoured cable . 1189 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1190 3 core 1.5 sq mm 1191 3 core 2.5 sq mm 1192 3 core 4 sq mm 1193 3 core 6 sq mm 1194 3 core 10 sq mm 1195 3 core 16 sq mm 1196 3 core 25 sq mm 1197 3 core 35 sq mm 1198 3 core 50 sq mm 1199 3 core 70 sq mm 1200 3 core 95 sq mm 1201 3 core 120 sq mm 1202 3 core 150sq mm 1203 3core 185 sq mm 1204 3 core 240 sq mm 1205 3 core 300 sq mm 1206 3 core 400 sq mm 1207 foot valve ( m1063 ) 1208 foot valve 1209 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1210 flanged type 1211 50 mm 1212 65 mm 1213 80 mm 1214 100 mm 1215 125 mm 1216 150 mm 1217 aircircuit breaker ( m1064 ) 1218 acbbreaking capacity 50ka thermal magnetic manual draw out type 3 pole 1219 630a 1220 800a 1221 1000a 1222 1250a 1223 1600a 1224 2000a 1225 starter ( m1065 ) 1226 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1227 7.5 h.p. 1228 10 h.p. 1229 supplyingfully automatic star delta starter to operate induction motor working on415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1230 f.a.s.d starter 1231 10.0 h.p. 1232 15 h.p. 1233 20 h.p. 1234 25 h.p. 1235 35 h.p. 1236 40 hp 1237 50 hp 1238 75 h.p. 1239 100 h.p. 1240 125 h.p. 1241 150 h.p. 1242 250 h.p. 1243 servo controlled automatic voltage stabilizer ( m1066 ) 1244 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1245 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1246 20 kva air cooled 1247 25 kva air cooled 1248 30 kva air cooled 1249 40 kva air cooled 1250 50 kva oil cooled 1251 60 kva oil cooled 1252 75 kva oil cooled 1253 100 kva oil cooled 1254 125 kva oil cooled 1255 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1256 15 kva air cooled 1257 20 kva air cooled 1258 25 kva air cooled 1259 30 kva air cooled 1260 40 kva air cooled 1261 50kva air cooled 1262 60 kva oil cooled 1263 75kva oil cooled 1264 100 kva oil cooled 1265 125 kva oil cooled 1266 150 kva oil cooled 1267 200kva oil cooled 1268 250kva oil cooled 1269 300 kva oil cooled 1270 400 kva oil cooled 1271 termination kit ( m1067 ) 1272 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1273 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1274 25 50 mm2 1275 70 120 mm2 1276 150 185 mm2 1277 240 400 mm2 1278 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1279 25 50 mm2 1280 70 120 mm2 1281 150 185 mm2 1282 240 400 mm2 1283 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1284 25 50 mm2 1285 70 120 mm2 1286 150 185 mm2 1287 240 300 mm2 1288 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1289 25 50 mm2 1290 70 120 mm2 1291 150 185 mm2 1292 240 400 mm2 1293 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1294 25 50 mm2 1295 70 120 mm2 1296 150 185 mm2 1297 240 400 mm2 1298 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1299 25 50 mm2 1300 70 120 mm2 1301 150 185 mm2 1302 240 300 mm2 1303 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1304 25 50 mm2 1305 70 120 mm2 1306 150 185 mm2 1307 240 400 mm2 1308 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1309 25 50 mm2 1310 70 120 mm2 1311 150 185 mm2 1312 240 400 mm2 1313 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1314 25 50 mm2 1315 70 95 mm2 1316 120 150 mm2 1317 185 240 mm2 1318 300 400 mm2 1319 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1320 25 50 mm2 1321 70 95 mm2 1322 120 185 mm2 1323 240 400 mm2 1324 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1325 25 50 mm2 1326 70 95 mm2 1327 120 185 mm2 1328 240 400 mm2 1329 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1330 35 70 mm2 1331 95 150 mm2 1332 185 300 mm2 1333 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

32195809 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part , m079 polythene water storage tank of isi mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system , m193 gi pipe 50 mm dia ( tata or equivalent make ) , m337 jute , m922 g.m. ferrules , ( i ) 8 mm dia wt. not less than 400 gms , ( ii ) 10 mm dia wt. not less than 400 gms , ( iii ) 15 mm dia wt. not less than 400 gms , ( iv ) 20 mm dia wt. not less than 600 gms , ( v ) 25 mm dia wt. not less than 900 gms , m923 stop cocks , ( i ) 15 mm brass stop cock wt. not less than 300 gms , ( ii ) 20 mm brass stop cock wt. not less than 400 gms , ( iii ) 25 mm brass stop cock wt. not less than 575 gms , ( iv ) 32 mm brass stop cock wt. not less than 850 gms , ( v ) 40 mm brass stop cock wt. not less than 1.15 kg , ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg , ( vii ) 15 mm dia c.i. body brass working part stop cock. , ( viii ) 20 mm dia c.i. body brass working part stop cock. , ( ix ) 25 mm dia c.i. body brass working part stop cock. , m924 g.m. full way valve , ( i ) 15 mm dia wt. not less than 300 gms without wheel , ( ii ) 20 mm dia wt. not less than 400 gms without wheel , ( iii ) 25 mm dia wt. not less than 500 gms without wheel , ( iv ) 32 mm dia wt. not less than 700 gms without wheel , ( v ) 40 mm dia wt. not less than 1.0 kg without wheel , ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel , ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel , ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel , m925 g.m. non return valve vertical , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , m926 g.m. non return valve horizontal , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , m927 cocks , ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms , ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms , ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms , ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , ( vi ) 15 mm c.i. plug cock ordinary , ( vii ) 15 mm c.i. push cock ordinary , m928 chromium plated brass fittings , ( i ) c.p. shower rose 100 mm dia , ( ii ) c.p. shower rose 125 mm dia , ( iii ) p.v.c. shower rose 150 mm dia , ( iv ) p.v.c shower rose 125 mm dia , m929 connection pipe , ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , m930 g.i. fittings ( conforming to i.s. 1879 ) isi marked , [ a ] g.i. bend , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ b ] elbow of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ c ] tee plain of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ d ] reducing tee plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ e ] socket plain of the following size ( taking larger dimension ) , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ f ] reducing socket plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ g ] union socket of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ h ] plugs of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ i ] jam nuts of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ j ] g.i. nipple of the following sizes , ( i ) 15 mm dia x 100 mm long , ( ii ) 20 mm dia x 100 mm long , ( iii ) 25 mm dia x 100 mm long , ( iv ) 32mm dia x 100 mm long , ( v ) 40 mm dia x 100 mm long , ( vi ) 50 mm dia x 100 mm long , ( vii ) 65 mm dia x 100 mm long , ( viii ) 80 mm dia x 100 mm long , ( ix ) 100 mm dia x 100 mm long , [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality , ( i ) 15 mm dia , ( ii ) 20 mm dia , ( iii ) 25 mm dia , ( iv ) 32 mm dia , ( v ) 40 mm dia , ( vii ) 65 mm dia , m937 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make , m938 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket , m939 ( a ) 12.5 liters lowdown c.i. cistern , ( b ) 10.0 liters capacity p.v.c. low design cistern , m940 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make , ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , ( c ) black / white plastic seat for e.w.c do as above. , m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size , ( b ) do squatting small 450 mm x 350 mm , ( c ) do squatting large 600 mm x 350 mm , ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make , ( e ) partition plate for urinal 25 x 13 size , ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings , m942 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make , m943 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make , ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) , ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) , ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) , ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) , m953 pig lead , m954 yarn , m956 cotton waste , m957 asbestos suta ( gland packing ) , m958 solvent cement , m959 hydrocloric acid ( sepecific gravity 1.20 ) , spare parts of hand pump , m963 hexagonal bolt m12x1.75x40mm long common to marks ii & iii , m964 hexagonal nut m12x1.75mm , m965 washer m12 ( 2.5mm thick ) , m966 high tensile bolt m10x1.5x40mm long. , m967 nyloc nut m10x1.5mm , m968 handle axle ( stainless steel ) , m969 washer for handle axle ( 4mm thick ) , m970 ball bearing 6204 z , m971 spacer for handle. , m972 chain with coupling. , m973 hexagonal bolt for front cover m12x1.75mm long. , m974 nitrile rubber cup washer for mark – ii & iii , m975 nitrile sealing ring mark – ii , m976 nitrile rubber seating big for lower valve mark ii , m977 nitrile rubber seating small for upper valve mark ii. , m978 hexagonal rod coupling m12x1.75x50mm long. , m979 pump head assembly ( g.i. ) with front cover, bolt & third plate. , m980 front cover ( g.i. ) , m981 handle assembly ( g.i. ) , m982 ( a ) water tank assemblyfor mark – ii ( g.i. ) , m983 stand assembly ( g.i. ) normal. , m984 stand assembly ( telescopic ) ( g.i ) . , m985 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) , m986 a ) cylinder assembly complete set for mark ii , m987 a ) upper valve assembly complete set for india mark ii , m988 a ) lower valve assembly complete set for india mark ii , m989 reducer cap for cylinder mark ii , m990 a ) plunger rod ( s.s. ) for mark – ii , m991 upper valve guide ( g.m. ) . , m992 rubber seat retainer for mark ii , m993 third plate for head assembly ( galanized ) , m994 cylinder body with brass liner for im ii with reducer cap for top and bottom. , m995 gun metal spacer. , m996 check valve guide mark ii , m997 a ) check valve seat for mark – ii , m998 nitrile rubber “o” ring ( vlom 65 ) , m1000 check nut for push rod ( s.s. ) . , m1001 nitrile rubber cup washer for vlom 50 , m1003 nitrile rubber seating big for lower valve mk ii , m1022 s.s. hexagonal bolt m 6x25mm long. , m1021 brass liner , m1023 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. , m1024 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 , m1025 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specificationis 1239 ( part i ) / 2004 , m1030 rcc esr , designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 2, 50, 000 litres , cost of 2, 50, 000 litres capacity , add for capacity above 2, 50, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 4, 00, 000 litres , cost of 4, 00, 000 litres capacity , add for capacity above 4, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 7, 50, 000 litres , cost of 7, 50, 000 litres capacity , add for capacity above 7, 50, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , add for capacity above 10, 00, 000 upto 15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 upto 20, 00, 000 litres , cost of 20, 00, 000 litres capacity , m1031 rcc gsr and sump , designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , addforcapacityabove10, 00, 000upto15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , m1032 unconventionalwater treatment plant , designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . , note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. , unconventional water treatment plant , fixed cost for 1 mld , add for capacity above 1 mld upto 2 mld , cost of 2 mld treatment plant , add for capacity above 2 mld upto 3 mld , cost of 3 mld treatment plant , m1033 conventionalwater treatment plant , designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . , aeration fountain plan are a not less than 0.625 square metre per mld , ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) , flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. , flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. , clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. , rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. , filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. , wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. , wash water pumps capacity to fill water tank in 1 hour with 100% standby. , air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . , chemical house in two storeys , ground floor to accommodate 7 days alum requirement and sundry storage. , first floor to accommodate alum and lime tanks.etc. , solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. , pure water sump and sump house. , capacity of sump – one hour of designed flow. , pump house pump house of required size over the sump or by the side. , store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. , vacuum feed type chlorinators make tobe approved by mjp. , conforming to i.s. 10533 a part ii 1983 , rate for withdrawal , temperature kg. of chlorine discharge degree c per day ( cylinders ) , 45 67tonnes , 10 6.359.50 110 , 15 10.75 16.10130 , 20 14.50 21.24254 , 27&above18.70 28.12315 , chlorinator equipment and container room to conform to i.s. 10553 part i 1983. , 100% standby shall be provided. , by pass arrangements c.i. or m.s. pipes. , disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe , for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete , drainage arrangements – rcc pipes up to plot boundary. , electrical installation – both internal and external including entire plant area. , laboratory equipment –as per requirement ( to be specified during tendering ) . , sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. , administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. , rates given below are inclusive of up lift pressure if any and dewatering during entire work. , all pipes condutes channels with20%overloading , these rates are applicable for seismic zones 2, 3 and 4. , all rcc structures shall be constructed in m 300. , note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . , conventional water treatment plant , above3 mld to upto 5 mld , cost of 5 mld treatment plant , add for capacity above 5mld upto 10 mld , cost of 10 mld treatment plant , add for capacity above 10 mld upto20 mld , cost of 20 mld treatment plant , add for capacity above 20 mld upto 50 mld , cost of 50 mld treatment plant , add for capacityabove 50 mld upto 100 mld , cost of 100 mld treatment plant , add for capacity above 100 mld , m1034 gpt / hygpt :drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) , 300 mm dia for gpt , 400 mm dia for hygpt , 600 mm dia for hygpt , m1035 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) , from 0 50 meter , from 51 125 meter , m1037 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) , drillig upto 30 mtr depth below g. l. in rural area , drilling beyond 31 mtr upto 60 mtr below g. l. in rural area , m1038 trenchless , installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , from 900 mm to 1000 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , from 1000 mm to 1200 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 1200 mm to 1500 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , m1039 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , m1041 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . , m1042 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . , m1043 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . , m1044 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . , m1045 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . , m1046 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . , m1047 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . , m1048 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . , m1049 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . , m1050 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . , m1051 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . , m1052 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . , m1053 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . , m1054 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. , 0.2 mld , 0.3 mld , 0.4 mld , 0.5 mld , 0.6 mld , m1055 pumps , supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. , submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages , 1 h.p. , 1.5hp , 2 hp , 2.5 hp , 3.0 hp , 4.0 hp , 5.0 hp , supply rate should be increased by rs 200 / per stage for pump with more than 20 stages , submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages , 1.5 hp , 2.0 hp , 3.0 hp , 4.0 hp , 5.0 hp , 6.0 hp , 7.5 hp , supply rate should be increased by rs 600 / per stage for pump with more than 8 stages , submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages , 8.0 hp , 9.0 hp , 10.0 hp , 11.0 hp , 12.5 hp , 15.0 hp , supply rate should be increased by rs 600 / per stage for pump with more than 12 stages , submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages , 17.5 hp , 20.0 hp , 25 hp , 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. , for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. , 2 ) for 150 mm dia energy efficient pumps add as below , a. up to 8 stages : 3% on supply rate , b. up to 12 stages : 4% on supply rate , c. up to 15 stages : 5% on supply rate , m1056 pressure gauge , providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint , pressure gauge ( 100 mm dia ) , pressure gauge ( 150 mm dia ) , vacuum / combination gauge , supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. , vacuum / combination gauge – 100 mm dia , vacuum / combination gauge – 150 mm dia , m1057 lifting equipment , chain pulley block , supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. , 1 tonne capacity , 2 tonne capacity , 3 tonne capacity , hand operated circular or rectangular travelling crane ( single girder ) , supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. , 3 tonne capacity , up to 5 m span , above 5 m up to 6 m span , above 6 m up to 8 m span , 5 tonne capacity , up to 5 m span , above 5 m up to 6 m span , above 6 m up to 8 m span , above 8 m up to 10 m span , electric operated circular or rectangular travelling crane ( single girder ) , supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. , 5 tonne capacity , above 6 m up to 8 m span , above 8 m up to 10 m span , 7.5 tonne capacity , above 6 m upto 8 m span , above 8 m up to 10 m span , 10 tonne capacity , above 6 m up to 8 m span , above 8 m up to 10 m span , square bar / rail , providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. , 50 x 50 mm ( en 8 ) , 40 x 40 mm ( en 8 ) ...

Drinking Water And Sanitation Department - Jharkhand

32174943 procurement of rate of materials 1 m079 polythene water storage tank of isi mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 m129hdpe pipes 75mm dia 3 m130hdpe pipes 90mm dia 4 m193gi pipe 50 mm dia ( tata or equivalent make ) 5 m337jute 6 m922g.m. ferrules 7 ( i ) 8 mm dia wt. not less than 400 gms 8 ( ii ) 10 mm dia wt. not less than 400 gms 9 ( iii ) 15 mm dia wt. not less than 400 gms 10 ( iv ) 20 mm dia wt. not less than 600 gms 11 ( v ) 25 mm dia wt. not less than 900 gms 12 m923stop cocks 13 ( i ) 15 mm brass stop cock wt. not less than 300 gms 14 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 15 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 16 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 17 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 18 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 19 ( vii ) 15 mm dia c.i. body brass working part stop cock. 20 ( viii ) 20 mm dia c.i. body brass working part stop cock. 21 ( ix ) 25 mm dia c.i. body brass working part stop cock. 22 m924g.m. full way valve 23 ( i ) 15 mm dia wt. not less than 300 gms without wheel 24 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 25 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 26 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 27 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 28 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 29 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 30 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 31 m925g.m. non return valve vertical 32 ( i ) 15 mm dia wt. not less than 150 gms 33 ( ii ) 20 mm dia wt. not less than 250 gms 34 ( iii ) 25 mm dia wt. not less than 375 gms 35 ( iv ) 32 mm dia wt. not less than 600 gms 36 ( v ) 40 mm dia wt. not less than 700 gms 37 ( vi ) 50 mm dia wt. not less than 1.0 kg 38 ( vii ) 65 mm dia wt. not less than 1.20 kg 39 ( viii ) 80 mm dia wt. not less than 1.50 kg 40 ( ix ) 100 mm dia wt. not less than 1.80 kg 41 m926g.m. non return valve horizontal 42 ( i ) 15 mm dia wt. not less than 150 gms 43 ( ii ) 20 mm dia wt. not less than 250 gms 44 ( iii ) 25 mm dia wt. not less than 375 gms 45 ( iv ) 32 mm dia wt. not less than 600 gms 46 ( v ) 40 mm dia wt. not less than 700 gms 47 ( vi ) 50 mm dia wt. not less than 1.0 kg 48 ( vii ) 65 mm dia wt. not less than 1.20 kg 49 ( viii ) 80 mm dia wt. not less than 1.50 kg 50 ( ix ) 100 mm dia wt. not less than 1.80 kg 51 m927 cocks 52 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 53 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 54 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 55 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 56 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 57 ( vi ) 15 mm c.i. plug cock ordinary 58 ( vii ) 15 mm c.i. push cock ordinary 59 m928chromium plated brass fittings 60 ( i ) c.p. shower rose 100 mm dia 61 ( ii ) c.p. shower rose 125 mm dia 62 ( iii ) p.v.c. shower rose 150 mm dia 63 ( iv ) p.v.c shower rose 125 mm dia 64 m929connection pipe 65 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 66 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 67 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 68 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 69 m930g.i. fittings ( conforming to i.s. 1879 ) isi marked 70 [ a ] g.i. bend 71 ( i ) 15 mm 72 ( ii ) 20 mm 73 ( iii ) 25 mm 74 ( iv ) 32 mm 75 ( v ) 40 mm 76 ( vi ) 50 mm 77 ( vii ) 65 mm 78 ( viii ) 80 mm 79 ( ix ) 100 mm 80 ( x ) 125 mm 81 ( xi ) 150 mm 82 [ b ] elbow of the following sizes 83 ( i ) 15 mm 84 ( ii ) 20 mm 85 ( iii ) 25 mm 86 ( iv ) 32 mm 87 ( v ) 40 mm 88 ( vi ) 50 mm 89 ( vii ) 65 mm 90 ( viii ) 80 mm 91 ( ix ) 100 mm 92 ( x ) 125 mm 93 ( xi ) 150 mm 94 [ c ] tee plain of the following sizes 95 ( i ) 15 mm 96 ( ii ) 20 mm 97 ( iii ) 25 mm 98 ( iv ) 32 mm 99 ( v ) 40 mm 100 ( vi ) 50 mm 101 ( vii ) 65 mm 102 ( viii ) 80 mm 103 ( ix ) 100 mm 104 ( x ) 125 mm 105 ( xi ) 150 mm 106 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 107 ( i ) 20 mm 108 ( ii ) 25 mm 109 ( iii ) 32 mm 110 ( iv ) 40 mm 111 ( v ) 50 mm 112 ( vi ) 65 mm 113 ( vii ) 80 mm 114 ( viii ) 100 mm 115 ( ix ) 125 mm 116 ( x ) 150 mm 117 [ e ] socket plain of the following size ( taking larger dimension ) 118 ( i ) 15 mm 119 ( ii ) 20 mm 120 ( iii ) 25 mm 121 ( iv ) 32 mm 122 ( v ) 40 mm 123 ( vi ) 50 mm 124 ( vii ) 65 mm 125 ( viii ) 80 mm 126 ( ix ) 100 mm 127 ( x ) 125 mm 128 ( xi ) 150 mm 129 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 130 ( i ) 20 mm 131 ( ii ) 25 mm 132 ( iii ) 32 mm 133 ( iv ) 40 mm 134 ( v ) 50 mm 135 ( vi ) 65 mm 136 ( vii ) 80 mm 137 ( viii ) 100 mm 138 ( ix ) 125 mm 139 ( x ) 150 mm 140 [ g ] union socket of the following sizes 141 ( i ) 15 mm 142 ( ii ) 20 mm 143 ( iii ) 25 mm 144 ( iv ) 32 mm 145 ( v ) 40 mm 146 ( vi ) 50 mm 147 ( vii ) 65 mm 148 ( viii ) 80 mm 149 ( ix ) 100 mm 150 ( x ) 125 mm 151 ( xi ) 150 mm 152 [ h ] plugs of the following sizes 153 ( i ) 15 mm 154 ( ii ) 20 mm 155 ( iii ) 25 mm 156 ( iv ) 32 mm 157 ( v ) 40 mm 158 ( vi ) 50 mm 159 ( vii ) 65 mm 160 ( viii ) 80 mm 161 ( ix ) 100 mm 162 ( x ) 125 mm 163 ( xi ) 150 mm 164 [ i ] jam nuts of the following sizes 165 ( i ) 15 mm 166 ( ii ) 20 mm 167 ( iii ) 25 mm 168 ( iv ) 32 mm 169 ( v ) 40 mm 170 ( vi ) 50 mm 171 ( vii ) 65 mm 172 ( viii ) 80 mm 173 ( ix ) 100 mm 174 ( x ) 125 mm 175 ( xi ) 150 mm 176 [ j ] g.i. nipple of the following sizes 177 ( i ) 15 mm dia x 100 mm long 178 ( ii ) 20 mm dia x 100 mm long 179 ( iii ) 25 mm dia x 100 mm long 180 ( iv ) 32mm dia x 100 mm long 181 ( v ) 40 mm dia x 100 mm long 182 ( vi ) 50 mm dia x 100 mm long 183 ( vii ) 65 mm dia x 100 mm long 184 ( viii ) 80 mm dia x 100 mm long 185 ( ix ) 100 mm dia x 100 mm long 186 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 187 ( i ) 15 mm dia 188 ( ii ) 20 mm dia 189 ( iii ) 25 mm dia 190 ( iv ) 32 mm dia 191 ( v ) 40 mm dia 192 ( vii ) 65 mm dia 193 m931mirrors 194 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 195 ( b ) do 450 mm x 300 mm do 196 m932 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 197 ( b ) do 450 mm x 125 mm do 198 m933 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 199 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 200 m934c.p. brass soap dish medium quality with screw andhinges etc. 201 m935c.p. liquid soap solution holder 202 m936vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make 203 ( a ) 580 mm long 204 ( b ) 510 mm long 205 ( c ) 450 mm long 206 ( d ) 510 mm long white glazed fiber i.w.c 207 m937pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 208 m93815 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 209 m939 ( a ) 12.5 liters lowdown c.i. cistern 210 ( b ) 10.0 liters capacity p.v.c. low design cistern 211 m940 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make 212 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 213 ( c ) black / white plastic seat for e.w.c do as above. 214 m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 215 ( b ) do squatting small 450 mm x 350 mm 216 ( c ) do squatting large 600 mm x 350 mm 217 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 218 ( e ) partition plate for urinal 25 x 13 size 219 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 220 m942white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make 221 m943white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make 222 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 223 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 224 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 225 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 226 m944drain board 227 ( a ) 600 mm x 450 mm ( 24 x 18 ) 228 ( b ) 525 mm x 450 mm ( 21 x 18 ) 229 m945h.c.i. pipes 230 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 231 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 232 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 233 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 234 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 235 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 236 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 237 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 238 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 239 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 240 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 241 ( l ) 150 mm dia single socket 3 0 with ear 242 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 243 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 244 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 245 ( p ) 150 mm dia single socket 2 0 with ear 246 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 247 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 248 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 249 ( t ) 150 mm dia single socket 250 m946h.c.i. fittings. 251 ( i ) plain bend of following size 252 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 253 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 254 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 255 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 256 ( ii ) bend with door with following size 257 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 258 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 259 ( c ) 100 mm dia do 5.5 kg 260 ( d ) 150 mm dia do 261 ( iii ) single junction with door of followings sizes. 262 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 263 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 264 ( c ) 100 mm dia do 9.50 kg 265 ( d ) 150 mm dia do 266 ( iv ) double junction with door of following sizes. 267 ( a ) 50 mm dia do 4.5 kg 268 ( b ) 80 mm dia do 7.00 kg 269 ( c ) 100 mm dia do 13.00 kg 270 ( d ) 150 mm dia do 271 ( v ) heel rest bend of following sizes 272 ( a ) 50 mm dia 273 ( b ) 80 mm dia 274 ( c ) 100 mm dia 275 ( d ) 150 mm dia 276 ( vi ) cowel of following sizes 277 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 278 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 279 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 280 ( d ) 150 mm dia do 281 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 282 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 283 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 284 ( x ) pass over 50 mm x 150 mm for 50 mm projection 285 ( xi ) do 100 mm x 150 mm for 100 mm projection 286 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 287 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 288 ( xiv ) h.c.i. offset 80 mm projection of the following size 289 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 290 ( b ) 80 mm dia do 3.50 kg 291 ( c ) 100 mm dia do 5.00 kg 292 ( d ) 150 mm dia do 293 ( xv ) h.c.i. socket of following sizes 294 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 295 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 296 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 297 ( d ) 150 mm dia ( weight without ear ) do 298 m947c.i. cover with frame for manhole and inspection chamber 299 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 300 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 301 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 302 m948c.i. bracket pair for w.h.b 303 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 304 ( b ) do for 12.5 liter cistern 305 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 306 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 307 m949 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 308 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 309 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 310 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 311 m950 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b 312 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 313 m95132 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 314 m952rubber inserttion 3 mm ( 1 / 8 ) thick 315 m953pig lead 316 m954yarn 317 m955rubber gasket for d.i pipe of good quality 318 ( a ) 80 mm 319 ( b ) 100 mm 320 ( c ) 125 mm 321 ( d ) 150 mm 322 ( e ) 200 mm 323 ( f ) 250 mm 324 ( g ) 300 mm 325 ( h ) 350 mm 326 ( i ) 400 mm 327 ( j ) 450 mm 328 ( k ) 500 mm 329 ( l ) 600 mm 330 ( m ) 700 mm 331 ( n ) 750 mm 332 ( o ) 800 mm 333 ( p ) 900 mm 334 ( q ) 1000 mm 335 ( r ) 1200 mm 336 m956cotton waste 337 m957asbestos suta ( gland packing ) 338 m958solvent cement 339 m959hydrocloric acid ( sepecific gravity 1.20 ) 340 m960cp & pvc fitting 341 ( i ) 32 mm dia c.p. waste 342 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 343 ( iii ) 40 mm dia c.p. waste 344 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 345 ( v 100 mm dia steel jali 346 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 347 ( vii ) 50 mm dia pvc pipe with coupling 348 m961special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) 349 ( i ) pillar cock ( isi ) 350 ( ii ) pillar cock ( long neck ) 351 ( iii ) bib cock ( isi ) 352 ( iv ) bib cock ( long thread ) 353 ( v ) angular stop cock 354 ( vi ) angular stop cock ( long thread ) 355 ( vii ) concealed stop cock reduce ( isi ) 356 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 357 ( ix ) long body bib cock 358 ( x ) swan neck tap with left hand operating knob 359 ( xi ) central hole basin mixer ( best quality ) 360 ( xii ) wall mixer with telephonic shower arrangement 361 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 362 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 363 ( xv ) sink mixer with swinging casted spout 364 ( xvi ) sink cock with swinging casted spout 365 ( xvii ) 4 way diverter for concealed fittings 366 ( xviii ) pressure adjustable shower with revolving joint 367 ( xix ) telephone shower with flexible pipe 368 ( xx ) flush cock with wall flange ( 25 mm ) 369 ( xxi ) towel rail 24 370 ( xxii ) towel ring 371 ( xxiii ) soap dish 372 ( xxiv ) tumbler holder 373 ( xxv ) toilet paper holder 374 ( xxvi ) glass shelf 22 375 ( xxvii ) corner glass shelf with bracket 376 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 377 m962c.i special & pvc pipes 378 1. c.i double shocketted fittings bend such as bend, tee, taper, 379 ( a ) 80 200 mm 380 ( b ) 250 700 mm 381 ( c ) 700 1000 mm 382 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 383 ( a ) 80 200 mm 384 ( b ) 250 700 mm 385 ( c ) 700 1000 mm 386 m1024basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 387 m1028providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes ) . 388 hdpe pipe of materials grade pe80 pn06 ( dia in mm ) 389 25 mm dia 390 32 mm dia 391 40 mm dia 392 50 mm dia 393 63 mm dia 394 75 mm dia 395 90 mm dia 396 110 mm dia 397 125 mm dia 398 140 mm dia 399 160 mm dia 400 180 mm dia 401 200 mm dia 402 225 mm dia 403 250 mm dia 404 280 mm dia 405 315 mm dia 406 355 mm dia 407 400 mm dia 408 450 mm dia 409 500 mm dia 410 hdpe pipe of materials grade pe80 pn10 ( dia in mm ) 411 25 mm dia 412 32 mm dia 413 40 mm dia 414 50 mm dia 415 63 mm dia 416 75 mm dia 417 90 mm dia 418 110 mm dia 419 125 mm dia 420 140 mm dia 421 160 mm dia 422 180 mm dia 423 200 mm dia 424 225 mm dia 425 250 mm dia 426 280 mm dia 427 315 mm dia 428 355 mm dia 429 400 mm dia 430 450 mm dia 431 500 mm dia 432 m1029providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) 25mm to 500mm dia confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes. 433 hdpe pipe of materials grade pe100 pn06 ( dia in mm ) 434 25 mm dia 435 32 mm dia 436 40 mm dia 437 50 mm dia 438 63 mm dia 439 75 mm dia 440 90 mm dia 441 110 mm dia 442 125 mm dia 443 140 mm dia 444 160 mm dia 445 180 mm dia 446 200 mm dia 447 225 mm dia 448 250 mm dia 449 280 mm dia 450 315 mm dia 451 355 mm dia 452 400 mm dia 453 450 mm dia 454 500 mm dia 455 hdpe pipe of materials grade pe100 pn10 ( dia in mm ) 456 25 mm dia 457 32 mm dia 458 40 mm dia 459 50 mm dia 460 63 mm dia 461 75 mm dia 462 90 mm dia 463 110 mm dia 464 125 mm dia 465 140 mm dia 466 160 mm dia 467 180 mm dia 468 200 mm dia 469 225 mm dia 470 250 mm dia 471 280 mm dia 472 315 mm dia 473 355 mm dia 474 400 mm dia 475 450 mm dia 476 500 mm dia 477 m1030rcc esr 478 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 479 notes 480 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 481 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 482 for design having more than 6 columns, suitable bracing is obligatory. 483 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 484 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 485 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 486 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 487 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 488 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 489 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 490 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 491 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 492 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 493 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 494 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 495 12 to 16 m staging 2% per metre 496 16 to 20 m staging 3% per metre 497 20 m and above 4% per metre 498 for 17 m staging height, percentage calculation will be like below : 499 12 to 16 m 4 x 2 = 8% 500 16 & 17 m 1 x 3% = 3% total = 11% 501 for 21 m staging height, percentage calculation will be like below : 502 12 to 16 m 4 x 2 = 8% 503 16 to 20 m 4 x 3% = 12% 504 20& 21 m 1 x 4% = 4% total = 24% 505 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 506 notes 507 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 508 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 509 rates for rcc esrs 510 upto 25, 000 litres 511 cost of 25, 000 litres capacity 512 add for capacity above 25, 000 upto 50, 000 litres 513 cost of 50, 000 litres capacity 514 add for capacity above 50, 000 upto 75, 000 litres 515 cost of 75, 000 litres capacity 516 add for capacity above 75, 000 upto 1, 00, 000 litres 517 cost of 1, 00, 000 litres capacity 518 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 519 cost of 1, 50, 000 litres capacity 520 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 521 cost of 2, 00, 000 litres capacity 522 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 523 cost of 2, 50, 000 litres capacity 524 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 525 cost of 3, 00, 000 litres capacity 526 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 527 cost of 4, 00, 000 litres capacity 528 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 529 cost of 5, 00, 000 litres capacity 530 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 531 cost of 7, 50, 000 litres capacity 532 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 533 cost of 10, 00, 000 litres capacity 534 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 535 cost of 15, 00, 000 litres capacity 536 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 537 cost of 20, 00, 000 litres capacity 538 m1031rcc gsr and sump 539 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 540 anti –termite treatment shall be given for under ground portion of the structure. 541 notes 542 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 543 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 544 entire structure shall be in m 300 only. 545 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 546 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 547 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 548 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 549 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 550 cost of pump house is not included in these rates. 551 above rates are applicable for seismic zones 2, 3 and 4. 552 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 553 10% shall be added for sump if over head pump house is proposed. 554 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 555 rates for rcc gsrs and sumps 556 upto 25, 000 litres 557 cost of 25, 000 litres capacity 558 add for capacity above 25, 000 upto 50, 000 litres 559 cost of 50, 000 litres capacity 560 add for capacity above 50, 000 upto 75, 000 litres 561 cost of 75, 000 litres capacity 562 add for capacity above 75, 000 upto 1, 00, 000 litres 563 cost of 1, 00, 000 litres capacity 564 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 565 cost of 1, 50, 000 litres capacity 566 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 567 cost of 2, 00, 000 litres capacity 568 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 569 cost of 3, 00, 000 litres capacity 570 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 571 cost of 5, 00, 000 litres capacity 572 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 573 cost of 10, 00, 000 litres capacity 574 addforcapacityabove10, 00, 000upto15, 00, 000 litres 575 cost of 15, 00, 000 litres capacity 576 add for capacity above 15, 00, 000 litres 577 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 578 m1032unconventionalwater treatment plant 579 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 580 aeration fountain 581 inlet arrangements 582 mixing channel with ventury flume and flow measuring arrangement 583 inlet channel 584 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 585 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 586 rapid sand gravity filters all valve shall be glandless. 587 filter house 588 chemical house 589 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 590 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 591 tcl solution tank with mixing, carrying and dosing arrangement with piping. 592 bypass arrangement 593 external and internal electrification 594 laboratory equipments 595 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 596 wash water pumps with 100% standby 597 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 598 pure water sump of capacity equal to 1 hourpumping capacity. 599 pure water pump house over the sump / by the side of sump. 600 drainage arrangements 601 alum store 602 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 603 these rates are applicable for seismic zones 2, 3 and 4. 604 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 605 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 606 unconventional treatment plants less than 1 mld capacity shall not be constructed. 607 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 608 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 609 unconventional water treatment plant 610 fixed cost for 1 mld 611 add for capacity above 1 mld upto 2 mld 612 cost of 2 mld treatment plant 613 add for capacity above 2 mld upto 3 mld 614 cost of 3 mld treatment plant 615 m1033conventionalwater treatment plant 616 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 617 aeration fountain plan are a not less than 0.625 square metre per mld 618 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 619 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 620 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 621 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 622 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 623 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 624 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 625 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 626 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 627 chemical house in two storeys 628 ground floor to accommodate 7 days alum requirement and sundry storage. 629 first floor to accommodate alum and lime tanks.etc. 630 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 631 pure water sump and sump house. 632 capacity of sump – one hour of designed flow. 633 pump house pump house of required size over the sump or by the side. 634 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 635 vacuum feed type chlorinators make tobe approved by mjp. 636 conforming to i.s. 10533 a part ii 1983 637 rate for withdrawal 638 temperature kg. of chlorine discharge degree c per day ( cylinders ) 639 45 67tonnes 640 10 6.359.50 110 641 15 10.75 16.10130 642 20 14.50 21.24254 643 27&above18.70 28.12315 644 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 645 100% standby shall be provided. 646 by pass arrangements c.i. or m.s. pipes. 647 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 648 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 649 drainage arrangements – rcc pipes up to plot boundary. 650 electrical installation – both internal and external including entire plant area. 651 laboratory equipment –as per requirement ( to be specified during tendering ) . 652 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 653 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 654 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 655 all pipes condutes channels with20%overloading 656 these rates are applicable for seismic zones 2, 3 and 4. 657 all rcc structures shall be constructed in m 300. 658 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 659 conventional water treatment plant 660 above3 mld to upto 5 mld 661 cost of 5 mld treatment plant 662 add for capacity above 5mld upto 10 mld 663 cost of 10 mld treatment plant 664 add for capacity above 10 mld upto20 mld 665 cost of 20 mld treatment plant 666 add for capacity above 20 mld upto 50 mld 667 cost of 50 mld treatment plant 668 add for capacityabove 50 mld upto 100 mld 669 cost of 100 mld treatment plant 670 add for capacity above 100 mld 671 m1034gpt / hygpt :drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 672 300 mm dia for gpt 673 400 mm dia for hygpt 674 m1035hydt :cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) 675 from 0 50 meter 676 from 51 125 meter 677 m1036ms pipe 678 supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) 679 supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) 680 m1037dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) 681 drillig upto 30 mtr depth below g. l. in rural area 682 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 683 m1038trenchless 684 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 685 from 900 mm to 1000 mm dia 686 in soft soil 687 in hard soil 688 in sandy soil 689 in stone soil 690 from 1000 mm to 1200 mm dia 691 in soft soil 692 in hard soil 693 in sandy soil 694 in stone soil 695 above 1200 mm to 1500 mm dia 696 in soft soil 697 in hard soil 698 in sandy soil 699 in stone soil 700 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 701 upto 300 mm dia 702 in soft soil 703 in hard soil 704 in sandy soil 705 in stone soil 706 above300 mm to 450 mm dia 707 in soft soil 708 in hard soil 709 in sandy soil 710 in stone soil 711 above 450 mm to 600 mm dia 712 in soft soil 713 in hard soil 714 in sandy soil 715 in stone soil 716 above 600 mm to 900 mm dia 717 in soft soil 718 in hard soil 719 in sandy soil 720 in stone soil 721 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 722 upto 300 mm dia 723 in soft soil 724 in hard soil 725 in sandy soil 726 in stone soil 727 above300 mm to 450 mm dia 728 in soft soil 729 in hard soil 730 in sandy soil 731 in stone soil 732 above 450 mm to 600 mm dia 733 in soft soil 734 in hard soil 735 in sandy soil 736 in stone soil 737 above 600 mm to 900 mm dia 738 in soft soil 739 in hard soil 740 in sandy soil 741 in stone soil 742 m1039providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) 743 without byepass arrangement pn 1 744 50 mm 745 65 mm 746 80 mm 747 100 mm 748 125 mm 749 150 mm 750 200 mm 751 250 mm 752 300 mm 753 350 mm 754 400 mm 755 450 mm 756 500 mm 757 600 mm 758 700 mm 759 750 mm 760 800 mm 761 900 mm 762 1000 mm 763 1100 mm 764 1200 mm 765 with byepass arrangement pn 1 766 50 mm 767 65 mm 768 80 mm 769 100 mm 770 125 mm 771 150 mm 772 200 mm 773 250 mm 774 300 mm 775 350 mm 776 400 mm 777 450 mm 778 500 mm 779 600 mm 780 700 mm 781 750 mm 782 800 mm 783 900 mm 784 1000 mm 785 1100 mm 786 1200 mm 787 without byepass arrangement pn 1.6 788 50 mm 789 65 mm 790 80 mm 791 100 mm 792 125 mm 793 150 mm 794 200 mm 795 250 mm 796 300 mm 797 350 mm 798 400 mm 799 450 mm 800 500 mm 801 600 mm 802 with byepass arrangement pn 1.6 803 50 mm 804 65 mm 805 80 mm 806 100 mm 807 125 mm 808 150 mm 809 200 mm 810 250 mm 811 300 mm 812 350 mm 813 400 mm 814 450 mm 815 500 mm 816 600 mm 817 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 818 with byepass arrangement pn 1 819 50 mm 820 65 mm 821 80 mm 822 100 mm 823 125 mm 824 150 mm 825 200 mm 826 250 mm 827 300 mm 828 350 mm 829 400 mm 830 450 mm 831 500 mm 832 600 mm 833 700mm 834 750 mm 835 800 mm 836 900 mm 837 1000 mm 838 1100 mm 839 1200mm 840 without byepass arrangement pn 1 841 50 mm 842 65 mm 843 80 mm 844 100 mm 845 125 mm 846 150 mm 847 200 mm 848 250 mm 849 300 mm 850 350 mm 851 400 mm 852 450 mm 853 500 mm 854 600 mm 855 700mm 856 750 mm 857 800 mm 858 900 mm 859 1000 mm 860 1100 mm 861 1200mm 862 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 863 without byepass arrangement pn 1.6 864 50 mm 865 65 mm 866 80 mm 867 100 mm 868 125 mm 869 150 mm 870 200 mm 871 250 mm 872 300 mm 873 350 mm 874 400 mm 875 450 mm 876 500 mm 877 600 mm 878 700mm 879 750 mm 880 800 mm 881 900 mm 882 1000 mm 883 1100 mm 884 1200mm 885 with byepass arrangement pn 1.6 886 50 mm 887 65 mm 888 80 mm 889 100 mm 890 125 mm 891 150 mm 892 200 mm 893 250 mm 894 300 mm 895 350 mm 896 400 mm 897 450 mm 898 500 mm 899 600 mm 900 m1040design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . 901 dia 06 inch ( 150 mm ) 902 id 153 mm od 167 mm 903 screen thickness 07 mm 904 slot 1.00 mm 905 moc lowcarbon galvenised steel 906 length 5 mtr. 907 dia 08 inch ( 200 mm ) 908 id 205 mm od 221mm 909 screen thickness 08 mm 910 slot 1.00 mm 911 moc lowcarbon galvenised steel 912 length 5 mtr. 913 dia 10 inch ( 250 mm ) 914 id 256 mm od 276mm 915 screen thickness 10 mm 916 slot 1.00 mm 917 moc lowcarbon galvenised steel 918 length 5 mtr. 919 dia 12 inch ( 300 mm ) 920 id 306 mm od 326 mm 921 screen thickness 10 mm 922 slot 1.00 mm 923 moc lowcarbon galvenised steel 924 length 5 mtr. 925 dia 14 inch ( 350 mm ) 926 id 338 mm od 363 mm 927 screen thickness 12.5 mm 928 slot 1.00 mm 929 moc lowcarbon galvenised steel 930 length 5 mtr. 931 m1041supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . 932 m1042supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . 933 m1043supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . 934 m1044supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . 935 m1045supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . 936 m1046supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . 937 m1047supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . 938 m1048supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 939 m1049supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 940 m1050supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 941 m1051supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . 942 m1052supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . 943 m1053supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . 944 m1054design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. 945 0.2 mld 946 0.3 mld 947 0.4 mld 948 0.5 mld 949 0.6 mld 950 m1055pumps 951 supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 952 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 953 1 h.p. 954 1.5hp 955 2 hp 956 2.5 hp 957 3.0 hp 958 4.0 hp 959 5.0 hp 960 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 961 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 962 1.5 hp 963 2.0 hp 964 3.0 hp 965 4.0 hp 966 5.0 hp 967 6.0 hp 968 7.5 hp 969 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 970 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 971 8.0 hp 972 9.0 hp 973 10.0 hp 974 11.0 hp 975 12.5 hp 976 15.0 hp 977 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 978 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 979 17.5 hp 980 20.0 hp 981 25 hp 982 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 983 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 984 2 ) for 150 mm dia energy efficient pumps add as below 985 a. up to 8 stages : 3% on supply rate 986 b. up to 12 stages : 4% on supply rate 987 c. up to 15 stages : 5% on supply rate 988 m1056pressure gauge 989 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 990 pressure gauge ( 100 mm dia ) 991 pressure gauge ( 150 mm dia ) 992 vacuum / combination gauge 993 supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 994 vacuum / combination gauge – 100 mm dia 995 vacuum / combination gauge – 150 mm dia 996 m1057lifting equipment 997 chain pulley block 998 supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 999 1 tonne capacity 1000 2 tonne capacity 1001 3 tonne capacity 1002 hand operated circular or rectangular travelling crane ( single girder ) 1003 supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 1004 3 tonne capacity 1005 up to 5 m span 1006 above 5 m up to 6 m span 1007 above 6 m up to 8 m span 1008 5 tonne capacity 1009 up to 5 m span 1010 above 5 m up to 6 m span 1011 above 6 m up to 8 m span 1012 above 8 m up to 10 m span 1013 electric operated circular or rectangular travelling crane ( single girder ) 1014 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 1015 5 tonne capacity 1016 above 6 m up to 8 m span 1017 above 8 m up to 10 m span 1018 7.5 tonne capacity 1019 above 6 m upto 8 m span 1020 above 8 m up to 10 m span 1021 10 tonne capacity 1022 above 6 m up to 8 m span 1023 above 8 m up to 10 m span 1024 square bar / rail 1025 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 1026 50 x 50 mm ( en 8 ) 1027 40 x 40 mm ( en 8 ) 1028 m1058lightening arrester, ab switch, insulators 1029 lightening arrestor 1030 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 1031 suitable for 11 kv supply, distribution class 1032 suitable for 22 kv supply, distribution class 1033 suitable for 33 kv supply, station class 1034 disc insulator 1035 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1036 suitable for 11kv line 1037 suitable for 33kv line 1038 pin insulator 1039 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1040 suitable for 11kv line 1041 suitable for 33kv line 1042 air break switch without earth switch 1043 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1044 suitable for 11kv line 1045 rocking / tilting type 1046 rotating type 1047 suitable for 33kv line 1048 rocking / tilting type 1049 rotating type 1050 air break switch with earth switch 1051 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1052 suitable for 11kv line 1053 rotating type 1054 suitable for 33kv line 1055 rotating type 1056 drop out fuse ( channel mounted ) 1057 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working currentup to 50 amp, capacity completeerected on provided cross arm, each set comprising 3 units 1058 suitable for 11 kv line 1059 suitable for 33 kv line 1060 horn gap fuse ( channel mounted ) 1061 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1062 suitable for 11 kv line 1063 suitable for 33 kv line 1064 m1059transformer 1065 power transformer ( with off load tap changer ) any isi mark 1066 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1067 1. oil conservator with filling hole with cap and plain oil level gauge. 1068 2. silica gel dehydrating breather charged with silica gel. 1069 3. oil drain valve 1070 4. oil filter valve 1071 5. lifting eyes / hooks 1072 6. two earthing terminals 1073 7. diagram and rating plate 1074 8. air vent 1075 9. explosion vent 1076 10. 100mm dia thermo meter with thermometer pocket 1077 11. four bi directional plain roller. 1078 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 1079 63 kva ( no load loss 180w and load loss 1235w ) 1080 100 kva ( no load loss 260w and load loss 1760w ) 1081 160kva ( no load loss 260w and load loss 1760w ) 1082 200kva ( no load loss 500w and load loss3000w ) 1083 250kvaa ( no load loss 550w and load loss3600w ) 1084 315kva ( no load loss 580w and load loss 4200w ) 1085 400 kva ( no load loss 715w and load loss 5000w ) 1086 500 kva ( no load loss 850w and load loss 5800w ) 1087 630 kva ( no load loss 1000w and load loss 7000w ) 1088 750 kva ( no load loss 1500w and load loss 8000w ) 1089 power transformer ( with on load tap changer ) 1090 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1091 1. oil conservator with filling hole with cap and plain oil level gauge. 1092 2. silica gel dehydrating breather charged with silica gel. 1093 3. oil drain valve 1094 4. oil filter valve 1095 5. lifting eyes / hooks 1096 6. two earthing terminals 1097 7. diagram and rating plate 1098 8. air vent 1099 9. explosion vent 1100 10. 100mm dia thermo meter with thermometer pocket 1101 11. four bi directional plain roller. 1102 12. buchholz relay 1103 13. resistance temp. detector 1104 14. marshalling box 1105 15. automatic voltage regulator ( avr ) 1106 16. remote tap changing controller ( rtcc ) 1107 transformer 11000 / 433 volts withon load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1108 750 kva 1109 1000 kva 1110 1250 kva 1111 1600 kva 1112 2000 kva 1113 m1060motors 1114 foot mounted motors tefc 1500 rpm 1115 supplyingfoot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1116 15 kw ( 20 hp ) 1117 18.5 kw ( 25 hp ) 1118 22 kw ( 30 hp ) 1119 30 kw ( 40 hp ) 1120 37 kw ( 50 hp ) 1121 45 kw ( 60 hp ) 1122 55 kw ( 75 hp ) 1123 75 kw ( 100 hp ) 1124 90 kw ( 120 hp ) 1125 110 kw ( 150 hp ) 1126 132kw ( 180hp ) 1127 160kw ( 215 hp ) 1128 250kw ( 335 hp ) 1129 foot mounted motor tefc 1500 rpm 1130 0.75 kw ( 1hp ) 1131 1.1 kw ( 1.5 hp ) 1132 1.5 kw ( 2 hp ) 1133 2.2 kw ( 3 hp ) 1134 3.7 kw ( 5 hp ) 1135 5.5 kw ( 7.5 hp ) 1136 7.5 kw ( 10 hp ) 1137 9.3 kw ( 12.5 hp ) 1138 11 kw ( 15 hp ) 1139 m1061aluminium cable 1140 cable 1141 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1142 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1143 3 core 2.5 sq mm 1144 3 core 4 sq mm 1145 3 core 6 sq mm 1146 3 core 10 sq mm 1147 3 core 16 sq mm 1148 3 core 25 sq mm 1149 3 core 35 sq mm 1150 3 core 50 sq mm 1151 3 core 70 sq mm 1152 3 core 95 sq mm 1153 3 core 120 sq mm 1154 3 core 150 sq mm 1155 3 core 185 sq mm 1156 3 core 240 sq mm 1157 3 core 300 sq mm 1158 3 core 400 sq mm 1159 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1160 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1161 3.5 core 25 sq mm 1162 3.5 core 35 sq mm 1163 3.5 core 50 sq mm 1164 3.5 core 70 sq mm 1165 3.5 core 95 sq mm 1166 3.5 core 120 sq mm 1167 3.5 core 150 sq mm 1168 3.5 core 185 sq mm 1169 3.5 core 240 sq mm 1170 3.5 core 300 sq mm 1171 3.5 core 400 sq mm 1172 ht aluminium three core 3.3 kve cable xlpe insulated 1173 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1174 3 core 35 sq mm 1175 3 core 50 sq mm 1176 3 core 70 sq mm 1177 3 core 95 sq mm 1178 3 core 120 sq mm 1179 3 core150sq mm 1180 3 core 185 sq mm 1181 3 core 240sq mm 1182 3 core 300 sq mm 1183 3 core 400 sq mm 1184 ht aluminium three core 6.6 kv ( ue ) / 11kv ecable xlpe insulated 1185 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1186 3 core 35 sq mm 1187 3 core 50 sq mm 1188 3 core 70 sq mm 1189 3 core 95 sq mm 1190 3 core 120 sq mm 1191 3 core150sq mm 1192 3 core 185 sq mm 1193 3 core 240sq mm 1194 3 core 300 sq mm 1195 3 core 400 sq mm 1196 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1197 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1198 3 core 35 sq mm 1199 3 core 50 sq mm 1200 3 core 70 sq mm 1201 3 core 95 sq mm 1202 3 core 120 sq mm 1203 3 core150sq mm 1204 3 core 185 sq mm 1205 3 core 240sq mm 1206 3 core 300 sq mm 1207 3 core 400 sq mm 1208 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1209 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1210 3 core 4 sq mm 1211 3 core 6 sq mm 1212 3 core 10 sq mm 1213 3 core 16 sq mm 1214 3 core 25 sq mm 1215 3 core 35 sq mm 1216 3 core 50 sq mm 1217 3 core 70 sq mm 1218 3 core 95 sq mm 1219 3 core 120 sq mm 1220 3 core 150 sq mm 1221 3 core 185 sq mm 1222 3 core 240 sq mm 1223 3 core 300 sq mm 1224 3 core 400 sq mm 1225 m1062copper cable 1226 cable 1227 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1228 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1229 3 core 1.5 sq mm 1230 3 core 2.5 sq mm 1231 3 core 4 sq mm 1232 3 core 6 sq mm 1233 3 core 10 sq mm 1234 3 core 16 sq mm 1235 3 core 25 sq mm 1236 3 core 35 sq mm 1237 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1238 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1239 3 core 1.5 sq mm 1240 3 core 2.5 sq mm 1241 3 core 4 sq mm 1242 3 core 6 sq mm 1243 3 core 10 sq mm 1244 3 core 16 sq mm 1245 3 core 25 sq mm 1246 3 core 35 sq mm 1247 3 core 50 sq mm 1248 3 core 70 sq mm 1249 3 core 95 sq mm 1250 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1251 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1252 3.5 core 1.5 sq mm 1253 3.5 core 2.5 sq mm 1254 3.5 core 4 sq mm 1255 3.5 core 6 sq mm 1256 3.5 core 10 sq mm 1257 3.5 core 16 sq mm 1258 3.5 core 25 sq mm 1259 3.5 core 35 sq mm 1260 3.5 core 50 sq mm 1261 3 .5 core 70 sq mm 1262 3.5 core 95 sq mm 1263 3.5 core 120 sq mm 1264 3 .5 core150sq mm 1265 3.5 core 185 sq mm 1266 3.5 core 240sq mm 1267 3.5 core 300 sq mm 1268 3.5 core 400 sq mm 1269 copper conductor 3.5 core xlpe / pvcunarmoured 1270 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1271 3.5core 25 sq mm 1272 3.5core 35 sq mm 1273 3.5 core 50 sq mm 1274 3.5 core 70 sq mm 1275 3.5 core 95 sq mm 1276 3.5 core 120 sq mm 1277 3.5 core150sq mm 1278 3.5 core 185 sq mm 1279 3.5 core 240sq mm 1280 3.5 core 300 sq mm 1281 3.5 core 400 sq mm 1282 copper conductor three core, xlpe / pvc insulated & armoured cable . 1283 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1284 3 core 1.5 sq mm 1285 3 core 2.5 sq mm 1286 3 core 4 sq mm 1287 3 core 6 sq mm 1288 3 core 10 sq mm 1289 3 core 16 sq mm 1290 3 core 25 sq mm 1291 3 core 35 sq mm 1292 3 core 50 sq mm 1293 3 core 70 sq mm 1294 3 core 95 sq mm 1295 3 core 120 sq mm 1296 3 core 150sq mm 1297 3core 185 sq mm 1298 3 core 240 sq mm 1299 3 core 300 sq mm 1300 3 core 400 sq mm 1301 m1063foot valve 1302 foot valve 1303 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1304 flanged type 1305 50 mm 1306 65 mm 1307 80 mm 1308 100 mm 1309 125 mm 1310 150 mm 1311 m1064aircircuit breaker 1312 acbbreaking capacity 50ka thermal magnetic manual draw out type 3 pole 1313 630a 1314 800a 1315 1000a 1316 1250a 1317 1600a 1318 2000a 1319 m1065starter 1320 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1321 7.5 h.p. 1322 10 h.p. 1323 supplyingfully automatic star delta starter to operate induction motor working on415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1324 f.a.s.d starter 1325 10.0 h.p. 1326 15 h.p. 1327 20 h.p. 1328 25 h.p. 1329 35 h.p. 1330 40 hp 1331 50 hp 1332 75 h.p. 1333 100 h.p. 1334 125 h.p. 1335 150 h.p. 1336 250 h.p. 1337 m1066servo controlled automatic voltage stabilizer 1338 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated?? over voltage / under voltage?? single phasing?? cut off contactor with electronic output sensing unit 1339 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1340 20 kva air cooled 1341 25 kva air cooled 1342 30 kva air cooled 1343 40 kva air cooled 1344 50 kva oil cooled 1345 60 kva oil cooled 1346 75 kva oil cooled 1347 100 kva oil cooled 1348 125 kva oil cooled 1349 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1350 15 kva air cooled 1351 20 kva air cooled 1352 25 kva air cooled 1353 30 kva air cooled 1354 40 kva air cooled 1355 50kva air cooled 1356 60 kva oil cooled 1357 75kva oil cooled 1358 100 kva oil cooled 1359 125 kva oil cooled 1360 150 kva oil cooled 1361 200kva oil cooled 1362 250kva oil cooled 1363 300 kva oil cooled 1364 400 kva oil cooled 1365 m1067termination kit 1366 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1367 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1368 25 50 mm2 1369 70 120 mm2 1370 150 185 mm2 1371 240 400 mm2 1372 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1373 25 50 mm2 1374 70 120 mm2 1375 150 185 mm2 1376 240 400 mm2 1377 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1378 25 50 mm2 1379 70 120 mm2 1380 150 185 mm2 1381 240 300 mm2 1382 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1383 25 50 mm2 1384 70 120 mm2 1385 150 185 mm2 1386 240 400 mm2 1387 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1388 25 50 mm2 1389 70 120 mm2 1390 150 185 mm2 1391 240 400 mm2 1392 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1393 25 50 mm2 1394 70 120 mm2 1395 150 185 mm2 1396 240 300 mm2 1397 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1398 25 50 mm2 1399 70 120 mm2 1400 150 185 mm2 1401 240 400 mm2 1402 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1403 25 50 mm2 1404 70 120 mm2 1405 150 185 mm2 1406 240 400 mm2 1407 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1408 25 50 mm2 1409 70 95 mm2 1410 120 150 mm2 1411 185 240 mm2 1412 300 400 mm2 1413 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1414 25 50 mm2 1415 70 95 mm2 1416 120 185 mm2 1417 240 400 mm2 1418 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1419 25 50 mm2 1420 70 95 mm2 1421 120 185 mm2 1422 240 400 mm2 1423 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1424 35 70 mm2 1425 95 150 mm2 1426 185 300 mm2 1427 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

32013759 e quotation for rate of materials for schedule of rate jharkhand 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( iv ) 32 mm 120 ( v ) 40 mm 121 ( vi ) 50 mm 122 ( vii ) 65 mm 123 ( viii ) 80 mm 124 ( ix ) 100 mm 125 ( x ) 125 mm 126 ( xi ) 150 mm 127 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 128 ( i ) 20 mm 129 ( ii ) 25 mm 130 ( iii ) 32 mm 131 ( iv ) 40 mm 132 ( v ) 50 mm 133 ( vi ) 65 mm 134 ( vii ) 80 mm 135 ( viii ) 100 mm 136 ( ix ) 125 mm 137 ( x ) 150 mm 138 [ g ] union socket of the following sizes 139 ( i ) 15 mm 140 ( ii ) 20 mm 141 ( iii ) 25 mm 142 ( iv ) 32 mm 143 ( v ) 40 mm 144 ( vi ) 50 mm 145 ( vii ) 65 mm 146 ( viii ) 80 mm 147 ( ix ) 100 mm 148 ( x ) 125 mm 149 ( xi ) 150 mm 150 [ h ] plugs of the following sizes 151 ( i ) 15 mm 152 ( ii ) 20 mm 153 ( iii ) 25 mm 154 ( iv ) 32 mm 155 ( v ) 40 mm 156 ( vi ) 50 mm 157 ( vii ) 65 mm 158 ( viii ) 80 mm 159 ( ix ) 100 mm 160 ( x ) 125 mm 161 ( xi ) 150 mm 162 [ i ] jam nuts of the following sizes 163 ( i ) 15 mm 164 ( ii ) 20 mm 165 ( iii ) 25 mm 166 ( iv ) 32 mm 167 ( v ) 40 mm 168 ( vi ) 50 mm 169 ( vii ) 65 mm 170 ( viii ) 80 mm 171 ( ix ) 100 mm 172 ( x ) 125 mm 173 ( xi ) 150 mm 174 [ j ] g.i. nipple of the following sizes 175 ( i ) 15 mm dia x 100 mm long 176 ( ii ) 20 mm dia x 100 mm long 177 ( iii ) 25 mm dia x 100 mm long 178 ( iv ) 32mm dia x 100 mm long 179 ( v ) 40 mm dia x 100 mm long 180 ( vi ) 50 mm dia x 100 mm long 181 ( vii ) 65 mm dia x 100 mm long 182 ( viii ) 80 mm dia x 100 mm long 183 ( ix ) 100 mm dia x 100 mm long 184 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 185 ( i ) 15 mm dia 186 ( ii ) 20 mm dia 187 ( iii ) 25 mm dia 188 ( iv ) 32 mm dia 189 ( v ) 40 mm dia 190 ( vii ) 65 mm dia 191 mirrors ( m931 ) 192 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 193 ( b ) do 450 mm x 300 mm do 194 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 195 ( b ) do 450 mm x 125 mm do 196 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 197 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 198 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 199 c.p. liquid soap solution holder ( m935 ) 200 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 201 ( a ) 580 mm long 202 ( b ) 510 mm long 203 ( c ) 450 mm long 204 ( d ) 510 mm long white glazed fiber i.w.c 205 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 206 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 207 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 208 ( b ) 10.0 liters capacity p.v.c. low design cistern 209 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 210 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 211 ( c ) black / white plastic seat for e.w.c do as above. 212 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 213 ( b ) do squatting small 450 mm x 350 mm 214 ( c ) do squatting large 600 mm x 350 mm 215 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 216 ( e ) partition plate for urinal 25 x 13 size 217 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 218 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 219 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 220 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 221 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 222 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 223 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 224 drain board. ( m944 ) 225 ( a ) 600 mm x 450 mm ( 24 x 18 ) 226 ( b ) 525 mm x 450 mm ( 21 x 18 ) 227 h.c.i. pipes ( m945 ) 228 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 229 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 230 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 231 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 232 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 233 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 234 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 235 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 236 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 237 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 238 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 239 ( l ) 150 mm dia single socket 3 0 with ear 240 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 241 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 242 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 243 ( p ) 150 mm dia single socket 2 0 with ear 244 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 245 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 246 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 247 ( t ) 150 mm dia single socket 248 h.c.i. fittings. ( m946 ) 249 ( i ) plain bend of following size 250 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 251 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 252 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 253 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 254 ( ii ) bend with door with following size 255 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 256 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 257 ( c ) 100 mm dia do 5.5 kg 258 ( d ) 150 mm dia do 259 ( iii ) single junction with door of followings sizes. 260 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 261 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 262 ( c ) 100 mm dia do 9.50 kg 263 ( d ) 150 mm dia do 264 ( iv ) double junction with door of following sizes. 265 ( a ) 50 mm dia do 4.5 kg 266 ( b ) 80 mm dia do 7.00 kg 267 ( c ) 100 mm dia do 13.00 kg 268 ( d ) 150 mm dia do 269 ( v ) heel rest bend of following sizes 270 ( a ) 50 mm dia 271 ( b ) 80 mm dia 272 ( c ) 100 mm dia 273 ( d ) 150 mm dia 274 ( vi ) cowel of following sizes 275 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 276 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 277 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 278 ( d ) 150 mm dia do 279 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 280 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 281 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 282 ( x ) pass over 50 mm x 150 mm for 50 mm projection 283 ( xi ) do 100 mm x 150 mm for 100 mm projection 284 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 285 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 286 ( xiv ) h.c.i. offset 80 mm projection of the following size 287 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 288 ( b ) 80 mm dia do 3.50 kg 289 ( c ) 100 mm dia do 5.00 kg 290 ( d ) 150 mm dia do 291 ( xv ) h.c.i. socket of following sizes 292 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 293 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 294 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 295 ( d ) 150 mm dia ( weight without ear ) do 296 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 297 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 298 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 299 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 300 c.i. bracket pair for w.h.b. ( m948 ) 301 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 302 ( b ) do for 12.5 liter cistern 303 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 304 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 305 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 306 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 307 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 308 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 309 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 310 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 311 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 312 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 313 pig lead ( m953 ) 314 yarn ( m954 ) 315 rubber gasket for c.i pipe of good quality ( m955 ) 316 ( a ) 80 mm 317 ( b ) 100 mm 318 ( c ) 125 mm 319 ( d ) 150 mm 320 ( e ) 200 mm 321 ( f ) 250 mm 322 ( g ) 300 mm 323 ( h ) 350 mm 324 ( i ) 400 mm 325 ( j ) 450 mm 326 ( k ) 500 mm 327 ( l ) 600 mm 328 ( m ) 700 mm 329 ( n ) 750 mm 330 ( o ) 800 mm 331 ( p ) 900 mm 332 ( q ) 1000 mm 333 ( r ) 1200 mm 334 cotton waste ( m956 ) 335 asbestos suta ( gland packing ) ( m957 ) 336 solvent cement ( m958 ) 337 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 338 cp & pvc fitting ( m960 ) 339 ( i ) 32 mm dia c.p. waste 340 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 341 ( iii ) 40 mm dia c.p. waste 342 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 343 ( v 100 mm dia steel jali 344 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 345 ( vii ) 50 mm dia pvc pipe with coupling 346 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 347 ( i ) pillar cock ( isi ) 348 ( ii ) pillar cock ( long neck ) 349 ( iii ) bib cock ( isi ) 350 ( iv ) bib cock ( long thread ) 351 ( v ) angular stop cock 352 ( vi ) angular stop cock ( long thread ) 353 ( vii ) concealed stop cock reduce ( isi ) 354 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 355 ( ix ) long body bib cock 356 ( x ) swan neck tap with left hand operating knob 357 ( xi ) central hole basin mixer ( best quality ) 358 ( xii ) wall mixer with telephonic shower arrangement 359 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 360 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 361 ( xv ) sink mixer with swinging casted spout 362 ( xvi ) sink cock with swinging casted spout 363 ( xvii ) 4 way diverter for concealed fittings 364 ( xviii ) pressure adjustable shower with revolving joint 365 ( xix ) telephone shower with flexible pipe 366 ( xx ) flush cock with wall flange ( 25 mm ) 367 ( xxi ) towel rail 24 368 ( xxii ) towel ring 369 ( xxiii ) soap dish 370 ( xxiv ) tumbler holder 371 ( xxv ) toilet paper holder 372 ( xxvi ) glass shelf 22 373 ( xxvii ) corner glass shelf with bracket 374 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 375 c.i special & pvc pipes ( m962 ) 376 1. c.i double shocketted fittings bend such as bend, tee, taper, 377 ( a ) 80 200 mm 378 ( b ) 250 700 mm 379 ( c ) 700 1000 mm 380 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 381 ( a ) 80 200 mm 382 ( b ) 250 700 mm 383 ( c ) 700 1000 mm 384 spare parts of hand pump 385 hexagonal bolt m12x1.75x40mm long common to marks ii & iii ( m963 ) 386 hexagonal nut m12x1.75mm ( m964 ) 387 washer m12 ( 2.5mm thick ) ( m965 ) 388 high tensile bolt m10x1.5x40mm long. ( m966 ) 389 nyloc nut m10x1.5mm ( m967 ) 390 handle axle ( stainless steel ) ( m968 ) 391 washer for handle axle ( 4mm thick ) ( m969 ) 392 ball bearing 6204 z ( m970 ) 393 spacer for handle. ( m971 ) 394 chain with coupling. ( m972 ) 395 hexagonal bolt for front cover m12x1.75mm long. ( m973 ) 396 nitrile rubber cup washer for mark – ii & iii ( m974 ) 397 nitrile sealing ring mark – ii ( m975 ) 398 nitrile rubber seating big for lower valve mark ii ( m976 ) 399 nitrile rubber seating small for upper valve mark ii. ( m977 ) 400 hexagonal rod coupling m12x1.75x50mm long. ( m978 ) 401 pump head assembly ( g.i. ) with front cover, bolt & third plate. ( m979 ) 402 front cover ( g.i. ) ( m980 ) 403 handle assembly ( g.i. ) ( m981 ) 404 ( a ) water tank assemblyfor mark – ii ( g.i. ) ( m982 ) 405 ( b ) water tank assembly for mark – iii ( vlom 65 ) 406 stand assembly ( g.i. ) normal. ( m983 ) 407 stand assembly ( telescopic ) ( g.i ) . ( m984 ) 408 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) ( m985 ) 409 a ) cylinder assembly complete set for mark ii ( m986 ) 410 b ) cylinder assembly complete set for mark iii ( vlom 65 ) 411 a ) upper valve assembly complete set for india mark ii ( m987 ) 412 b ) upper valve assembly complete set for india mark iii ( vlom 65 ) 413 a ) lower valve assembly complete set for india mark ii ( m988 ) 414 b ) lower valve assembly complete set for im iii 415 reducer cap for cylinder mark ii ( m989 ) 416 a ) plunger rod ( s.s. ) for mark – ii ( m990 ) 417 b ) plunger rod ( s.s. ) for mark – iii 418 upper valve guide ( g.m. ) . ( m991 ) 419 rubber seat retainer for mark ii ( m992 ) 420 third plate for head assembly ( galanized ) ( m993 ) 421 cylinder body with brass liner for im ii with reducer cap for top and bottom. ( m994 ) 422 gun metal spacer. ( m995 ) 423 check valve guide mark ii ( m996 ) 424 a ) check valve seat for mark – ii ( m997 ) 425 b ) check valve seat for mark – iii 426 nitrile rubber “o” ring ( vlom 65 ) ( m998 ) 427 push rod for mark – iii ( s.s ) . ( m999 ) 428 check nut for push rod ( s.s. ) . ( m1000 ) 429 nitrile rubber cup washer for vlom 50 ( m1001 ) 430 nitrile rubber sealing ring for mark – iii vlom 65 ( m1002 ) 431 nitrile rubber seating big for lower valve mk ii ( m1003 ) 432 nitrile rubber seating big for lower valve m iii vlom 65 ) ( m1004 ) 433 nitrile rubber bobbin vlom 50 ( m1005 ) 434 nitrile rubber “o” ring vlom 50 ( m1006 ) 435 nitrile rubber cone for vlom 50 ( m1007 ) 436 nitrile rubber cone for vlom 65 ( m1008 ) 437 nitrile rubber centralizer 150mm for ( vlom 65 ) . ( m1009 ) 438 nitrile rubber centralizer 125mm for ( vlom 65 ) . ( m1010 ) 439 nitrile rubber centralizer 150mm for ( vlom 50 ) . ( m1011 ) 440 nitrile rubber centralizer 125mm for vlom 50 ( m1012 ) 441 nitrile rubber centralizer 100mm for vlom 50 ( m1013 ) 442 water tank assembly mark – iii vlom 50 ( m1014 ) 443 cylinder assembly complete set for mark – iii ( vlom 50 ) ( m1015 ) 444 upper valve assembly complete set for im iii ( vlom 50 ) ( m1016 ) 445 lower valve assembly complete set for im iii ( vlom 50 ) ( m1017 ) 446 a ) upper cap cylinder mark – iii ( vlom 65 ) ( m1018 ) 447 b ) upper cap cylinder mark – iii ( vlom 50 ) 448 a ) bottom cap for mark – iii ( vlom 50 ) ( m1019 ) 449 b ) bottom capfor mark – iii ( vlom 65 ) 450 follower for im iii ( m1020 ) 451 cage for mark iii ( m1021 ) 452 s.s. hexagonal bolt m 6x25mm long. ( m1022 ) 453 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. ( m1023 ) 454 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 455 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specificationis 1239 ( part i ) / 2004 ( m1025 ) 456 providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) 457 socketed 458 100 150 mm dia 459 200 300mm dia 460 350 450mm dia 461 500 600mm dia 462 700 mm dia 463 800 mm dia 464 900 mm dia 465 1000 mm dia 466 1100 mm dia 467 1200 mm dia 468 flanged 469 100 150 mm dia 470 200 300 mm dia 471 350 450mm dia 472 500 600mm dia 473 700 mm dia 474 800 mm dia 475 900 mm dia 476 1000 mm dia 477 1100 mm dia 478 1200 mm dia 479 rcc esr ( m1030 ) 480 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 481 notes 482 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 483 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 484 for design having more than 6 columns, suitable bracing is obligatory. 485 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 486 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 487 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 488 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 489 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 490 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 491 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 492 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 493 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 494 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 495 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 496 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 497 12 to 16 m staging 2% per metre 498 16 to 20 m staging 3% per metre 499 20 m and above 4% per metre 500 for 17 m staging height, percentage calculation will be like below : 501 12 to 16 m 4 x 2 = 8% 502 16 & 17 m 1 x 3% = 3% total = 11% 503 for 21 m staging height, percentage calculation will be like below : 504 12 to 16 m 4 x 2 = 8% 505 16 to 20 m 4 x 3% = 12% 506 20& 21 m 1 x 4% = 4% total = 24% 507 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 508 notes 509 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 510 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 511 rates for rcc esrs 512 upto 25, 000 litres 513 cost of 25, 000 litres capacity 514 add for capacity above 25, 000 upto 50, 000 litres 515 cost of 50, 000 litres capacity 516 add for capacity above 50, 000 upto 75, 000 litres 517 cost of 75, 000 litres capacity 518 add for capacity above 75, 000 upto 1, 00, 000 litres 519 cost of 1, 00, 000 litres capacity 520 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 521 cost of 1, 50, 000 litres capacity 522 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 523 cost of 2, 00, 000 litres capacity 524 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 525 cost of 2, 50, 000 litres capacity 526 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 527 cost of 3, 00, 000 litres capacity 528 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 529 cost of 4, 00, 000 litres capacity 530 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 531 cost of 5, 00, 000 litres capacity 532 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 533 cost of 7, 50, 000 litres capacity 534 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 535 cost of 10, 00, 000 litres capacity 536 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 537 cost of 15, 00, 000 litres capacity 538 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 539 cost of 20, 00, 000 litres capacity 540 rcc gsr and sump ( m1031 ) 541 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 542 anti –termite treatment shall be given for under ground portion of the structure. 543 notes 544 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 545 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 546 entire structure shall be in m 300 only. 547 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 548 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 549 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 550 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 551 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 552 cost of pump house is not included in these rates. 553 above rates are applicable for seismic zones 2, 3 and 4. 554 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 555 10% shall be added for sump if over head pump house is proposed. 556 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 557 rates for rcc gsrs and sumps 558 upto 25, 000 litres 559 cost of 25, 000 litres capacity 560 add for capacity above 25, 000 upto 50, 000 litres 561 cost of 50, 000 litres capacity 562 add for capacity above 50, 000 upto 75, 000 litres 563 cost of 75, 000 litres capacity 564 add for capacity above 75, 000 upto 1, 00, 000 litres 565 cost of 1, 00, 000 litres capacity 566 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 567 cost of 1, 50, 000 litres capacity 568 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 569 cost of 2, 00, 000 litres capacity 570 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 571 cost of 3, 00, 000 litres capacity 572 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 573 cost of 5, 00, 000 litres capacity 574 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 575 cost of 10, 00, 000 litres capacity 576 addforcapacityabove10, 00, 000upto15, 00, 000 litres 577 cost of 15, 00, 000 litres capacity 578 add for capacity above 15, 00, 000 litres 579 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 580 unconventionalwater treatment plant ( m1032 ) 581 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 582 aeration fountain 583 inlet arrangements 584 mixing channel with ventury flume and flow measuring arrangement 585 inlet channel 586 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 587 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 588 rapid sand gravity filters all valve shall be glandless. 589 filter house 590 chemical house 591 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 592 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 593 tcl solution tank with mixing, carrying and dosing arrangement with piping. 594 bypass arrangement 595 external and internal electrification 596 laboratory equipments 597 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 598 wash water pumps with 100% standby 599 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 600 pure water sump of capacity equal to 1 hourpumping capacity. 601 pure water pump house over the sump / by the side of sump. 602 drainage arrangements 603 alum store 604 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 605 these rates are applicable for seismic zones 2, 3 and 4. 606 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 607 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 608 unconventional treatment plants less than 1 mld capacity shall not be constructed. 609 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 610 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 611 unconventional water treatment plant 612 fixed cost for 1 mld 613 add for capacity above 1 mld upto 2 mld 614 cost of 2 mld treatment plant 615 add for capacity above 2 mld upto 3 mld 616 cost of 3 mld treatment plant 617 conventionalwater treatment plant ( m1033 ) 618 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 619 aeration fountain plan are a not less than 0.625 square metre per mld 620 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 621 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 622 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 623 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 624 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 625 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 626 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 627 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 628 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 629 chemical house in two storeys 630 ground floor to accommodate 7 days alum requirement and sundry storage. 631 first floor to accommodate alum and lime tanks.etc. 632 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 633 pure water sump and sump house. 634 capacity of sump – one hour of designed flow. 635 pump house pump house of required size over the sump or by the side. 636 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 637 vacuum feed type chlorinators make tobe approved by mjp. 638 conforming to i.s. 10533 a part ii 1983 639 rate for withdrawal 640 temperature kg. of chlorine discharge degree c per day ( cylinders ) 641 45 67 tonnes 642 10 6.359.50 110 643 15 10.75 16.10130 644 20 14.50 21.24254 645 27&above18.70 28.12315 646 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 647 100% standby shall be provided. 648 by pass arrangements c.i. or m.s. pipes. 649 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 650 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 651 drainage arrangements – rcc pipes up to plot boundary. 652 electrical installation – both internal and external including entire plant area. 653 laboratory equipment –as per requirement ( to be specified during tendering ) . 654 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 655 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 656 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 657 all pipes condutes channels with20%overloading 658 these rates are applicable for seismic zones 2, 3 and 4. 659 all rcc structures shall be constructed in m 300. 660 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 661 conventional water treatment plant 662 above3 mld to upto 5 mld 663 cost of 5 mld treatment plant 664 add for capacity above 5mld upto 10 mld 665 cost of 10 mld treatment plant 666 add for capacity above 10 mld upto20 mld 667 cost of 20 mld treatment plant 668 add for capacity above 20 mld upto 50 mld 669 cost of 50 mld treatment plant 670 add for capacityabove 50 mld upto 100 mld 671 cost of 100 mld treatment plant 672 add for capacity above 100 mld 673 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 674 300 mm dia for gpt 675 400 mm dia for hygpt 676 hydt :cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 677 from 0 50 meter 678 from 51 125 meter 679 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 680 drillig upto 30 mtr depth below g. l. in rural area 681 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 682 trenchless ( m1038 ) 683 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 684 from 900 mm to 1000 mm dia 685 in soft soil 686 in hard soil 687 in sandy soil 688 in stone soil 689 from 1000 mm to 1200 mm dia 690 in soft soil 691 in hard soil 692 in sandy soil 693 in stone soil 694 above 1200 mm to 1500 mm dia 695 in soft soil 696 in hard soil 697 in sandy soil 698 in stone soil 699 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 700 upto 300 mm dia 701 in soft soil 702 in hard soil 703 in sandy soil 704 in stone soil 705 above300 mm to 450 mm dia 706 in soft soil 707 in hard soil 708 in sandy soil 709 in stone soil 710 above 450 mm to 600 mm dia 711 in soft soil 712 in hard soil 713 in sandy soil 714 in stone soil 715 above 600 mm to 900 mm dia 716 in soft soil 717 in hard soil 718 in sandy soil 719 in stone soil 720 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 721 upto 300 mm dia 722 in soft soil 723 in hard soil 724 in sandy soil 725 in stone soil 726 above300 mm to 450 mm dia 727 in soft soil 728 in hard soil 729 in sandy soil 730 in stone soil 731 above 450 mm to 600 mm dia 732 in soft soil 733 in hard soil 734 in sandy soil 735 in stone soil 736 above 600 mm to 900 mm dia 737 in soft soil 738 in hard soil 739 in sandy soil 740 in stone soil 741 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 742 without byepass arrangement pn 1 743 50 mm 744 65 mm 745 80 mm 746 100 mm 747 125 mm 748 150 mm 749 200 mm 750 250 mm 751 300 mm 752 350 mm 753 400 mm 754 450 mm 755 500 mm 756 600 mm 757 700 mm 758 750 mm 759 800 mm 760 900 mm 761 1000 mm 762 1100 mm 763 1200 mm 764 with byepass arrangement pn 1 765 50 mm 766 65 mm 767 80 mm 768 100 mm 769 125 mm 770 150 mm 771 200 mm 772 250 mm 773 300 mm 774 350 mm 775 400 mm 776 450 mm 777 500 mm 778 600 mm 779 700 mm 780 750 mm 781 800 mm 782 900 mm 783 1000 mm 784 1100 mm 785 1200 mm 786 without byepass arrangement pn 1.6 787 50 mm 788 65 mm 789 80 mm 790 100 mm 791 125 mm 792 150 mm 793 200 mm 794 250 mm 795 300 mm 796 350 mm 797 400 mm 798 450 mm 799 500 mm 800 600 mm 801 with byepass arrangement pn 1.6 802 50 mm 803 65 mm 804 80 mm 805 100 mm 806 125 mm 807 150 mm 808 200 mm 809 250 mm 810 300 mm 811 350 mm 812 400 mm 813 450 mm 814 500 mm 815 600 mm 816 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 817 with byepass arrangement pn 1 818 50 mm 819 65 mm 820 80 mm 821 100 mm 822 125 mm 823 150 mm 824 200 mm 825 250 mm 826 300 mm 827 350 mm 828 400 mm 829 450 mm 830 500 mm 831 600 mm 832 700mm 833 750 mm 834 800 mm 835 900 mm 836 1000 mm 837 1100 mm 838 1200mm 839 without byepass arrangement pn 1 840 50 mm 841 65 mm 842 80 mm 843 100 mm 844 125 mm 845 150 mm 846 200 mm 847 250 mm 848 300 mm 849 350 mm 850 400 mm 851 450 mm 852 500 mm 853 600 mm 854 700mm 855 750 mm 856 800 mm 857 900 mm 858 1000 mm 859 1100 mm 860 1200mm 861 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 862 without byepass arrangement pn 1.6 863 50 mm 864 65 mm 865 80 mm 866 100 mm 867 125 mm 868 150 mm 869 200 mm 870 250 mm 871 300 mm 872 350 mm 873 400 mm 874 450 mm 875 500 mm 876 600 mm 877 700mm 878 750 mm 879 800 mm 880 900 mm 881 1000 mm 882 1100 mm 883 1200mm 884 with byepass arrangement pn 1.6 885 50 mm 886 65 mm 887 80 mm 888 100 mm 889 125 mm 890 150 mm 891 200 mm 892 250 mm 893 300 mm 894 350 mm 895 400 mm 896 450 mm 897 500 mm 898 600 mm 899 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) 900 dia 06 inch ( 150 mm ) 901 id 153 mm od 167 mm 902 screen thickness 07 mm 903 slot 1.00 mm 904 moc lowcarbon galvenised steel 905 length 5 mtr. 906 dia 08 inch ( 200 mm ) 907 id 205 mm od 221mm 908 screen thickness 08 mm 909 slot 1.00 mm 910 moc lowcarbon galvenised steel 911 length 5 mtr. 912 dia 10 inch ( 250 mm ) 913 id 256 mm od 276mm 914 screen thickness 10 mm 915 slot 1.00 mm 916 moc lowcarbon galvenised steel 917 length 5 mtr. 918 dia 12 inch ( 300 mm ) 919 id 306 mm od 326 mm 920 screen thickness 10 mm 921 slot 1.00 mm 922 moc lowcarbon galvenised steel 923 length 5 mtr. 924 dia 14 inch ( 350 mm ) 925 id 338 mm od 363 mm 926 screen thickness 12.5 mm 927 slot 1.00 mm 928 moc lowcarbon galvenised steel 929 length 5 mtr. 930 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 931 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 932 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 933 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 934 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 935 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 936 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 937 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 938 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 939 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 940 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 941 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 942 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 943 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 944 packaged lamella clarified type wtp with mgf capacity in mld. 945 work 0.2 946 work 0.3 947 work 0.4 948 work 0.5 949 work 0.6...

Drinking Water And Sanitation Department - Jharkhand

31985506 procurement of rate of materials 1 m079 polythene water storage tank of isi mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 m193gi pipe 50 mm dia ( tata or equivalent make ) 3 m337jute 4 m922g.m. ferrules 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 m923stop cocks 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 m924g.m. full way valve 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 m925g.m. non return valve vertical 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 m926g.m. non return valve horizontal 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 m927 cocks 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 m928chromium plated brass fittings 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 m929connection pipe 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 m930g.i. fittings ( conforming to i.s. 1879 ) isi marked 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( iv ) 32 mm 120 ( v ) 40 mm 121 ( vi ) 50 mm 122 ( vii ) 65 mm 123 ( viii ) 80 mm 124 ( ix ) 100 mm 125 ( x ) 125 mm 126 ( xi ) 150 mm 127 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 128 ( i ) 20 mm 129 ( ii ) 25 mm 130 ( iii ) 32 mm 131 ( iv ) 40 mm 132 ( v ) 50 mm 133 ( vi ) 65 mm 134 ( vii ) 80 mm 135 ( viii ) 100 mm 136 ( ix ) 125 mm 137 ( x ) 150 mm 138 [ g ] union socket of the following sizes 139 ( i ) 15 mm 140 ( ii ) 20 mm 141 ( iii ) 25 mm 142 ( iv ) 32 mm 143 ( v ) 40 mm 144 ( vi ) 50 mm 145 ( vii ) 65 mm 146 ( viii ) 80 mm 147 ( ix ) 100 mm 148 ( x ) 125 mm 149 ( xi ) 150 mm 150 [ h ] plugs of the following sizes 151 ( i ) 15 mm 152 ( ii ) 20 mm 153 ( iii ) 25 mm 154 ( iv ) 32 mm 155 ( v ) 40 mm 156 ( vi ) 50 mm 157 ( vii ) 65 mm 158 ( viii ) 80 mm 159 ( ix ) 100 mm 160 ( x ) 125 mm 161 ( xi ) 150 mm 162 [ i ] jam nuts of the following sizes 163 ( i ) 15 mm 164 ( ii ) 20 mm 165 ( iii ) 25 mm 166 ( iv ) 32 mm 167 ( v ) 40 mm 168 ( vi ) 50 mm 169 ( vii ) 65 mm 170 ( viii ) 80 mm 171 ( ix ) 100 mm 172 ( x ) 125 mm 173 ( xi ) 150 mm 174 [ j ] g.i. nipple of the following sizes 175 ( i ) 15 mm dia x 100 mm long 176 ( ii ) 20 mm dia x 100 mm long 177 ( iii ) 25 mm dia x 100 mm long 178 ( iv ) 32mm dia x 100 mm long 179 ( v ) 40 mm dia x 100 mm long 180 ( vi ) 50 mm dia x 100 mm long 181 ( vii ) 65 mm dia x 100 mm long 182 ( viii ) 80 mm dia x 100 mm long 183 ( ix ) 100 mm dia x 100 mm long 184 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 185 ( i ) 15 mm dia 186 ( ii ) 20 mm dia 187 ( iii ) 25 mm dia 188 ( iv ) 32 mm dia 189 ( v ) 40 mm dia 190 ( vii ) 65 mm dia 191 m931mirrors 192 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 193 ( b ) do 450 mm x 300 mm do 194 m932 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 195 ( b ) do 450 mm x 125 mm do 196 m933 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 197 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 198 m934c.p. brass soap dish medium quality with screw andhinges etc. 199 m935c.p. liquid soap solution holder 200 m936vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make 201 ( a ) 580 mm long 202 ( b ) 510 mm long 203 ( c ) 450 mm long 204 ( d ) 510 mm long white glazed fiber i.w.c 205 m937pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 206 m93815 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 207 m939 ( a ) 12.5 liters lowdown c.i. cistern 208 ( b ) 10.0 liters capacity p.v.c. low design cistern 209 m940 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make 210 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 211 ( c ) black / white plastic seat for e.w.c do as above. 212 m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 213 ( b ) do squatting small 450 mm x 350 mm 214 ( c ) do squatting large 600 mm x 350 mm 215 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 216 ( e ) partition plate for urinal 25 x 13 size 217 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 218 m942white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make 219 m943white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make 220 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 221 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 222 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 223 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 224 m944drain board 225 ( a ) 600 mm x 450 mm ( 24 x 18 ) 226 ( b ) 525 mm x 450 mm ( 21 x 18 ) 227 m945h.c.i. pipes 228 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 229 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 230 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 231 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 232 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 233 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 234 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 235 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 236 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 237 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 238 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 239 ( l ) 150 mm dia single socket 3 0 with ear 240 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 241 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 242 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 243 ( p ) 150 mm dia single socket 2 0 with ear 244 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 245 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 246 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 247 ( t ) 150 mm dia single socket 248 m946h.c.i. fittings. 249 ( i ) plain bend of following size 250 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 251 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 252 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 253 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 254 ( ii ) bend with door with following size 255 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 256 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 257 ( c ) 100 mm dia do 5.5 kg 258 ( d ) 150 mm dia do 259 ( iii ) single junction with door of followings sizes. 260 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 261 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 262 ( c ) 100 mm dia do 9.50 kg 263 ( d ) 150 mm dia do 264 ( iv ) double junction with door of following sizes. 265 ( a ) 50 mm dia do 4.5 kg 266 ( b ) 80 mm dia do 7.00 kg 267 ( c ) 100 mm dia do 13.00 kg 268 ( d ) 150 mm dia do 269 ( v ) heel rest bend of following sizes 270 ( a ) 50 mm dia 271 ( b ) 80 mm dia 272 ( c ) 100 mm dia 273 ( d ) 150 mm dia 274 ( vi ) cowel of following sizes 275 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 276 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 277 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 278 ( d ) 150 mm dia do 279 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 280 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 281 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 282 ( x ) pass over 50 mm x 150 mm for 50 mm projection 283 ( xi ) do 100 mm x 150 mm for 100 mm projection 284 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 285 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 286 ( xiv ) h.c.i. offset 80 mm projection of the following size 287 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 288 ( b ) 80 mm dia do 3.50 kg 289 ( c ) 100 mm dia do 5.00 kg 290 ( d ) 150 mm dia do 291 ( xv ) h.c.i. socket of following sizes 292 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 293 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 294 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 295 ( d ) 150 mm dia ( weight without ear ) do 296 m947c.i. cover with frame for manhole and inspection chamber 297 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 298 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 299 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 300 m948c.i. bracket pair for w.h.b 301 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 302 ( b ) do for 12.5 liter cistern 303 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 304 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 305 m949 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 306 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 307 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 308 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 309 m950 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b 310 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 311 m95132 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 312 m952rubber inserttion 3 mm ( 1 / 8 ) thick 313 m953pig lead 314 m954yarn 315 m955rubber gasket for d.i pipe of good quality 316 ( a ) 80 mm 317 ( b ) 100 mm 318 ( c ) 125 mm 319 ( d ) 150 mm 320 ( e ) 200 mm 321 ( f ) 250 mm 322 ( g ) 300 mm 323 ( h ) 350 mm 324 ( i ) 400 mm 325 ( j ) 450 mm 326 ( k ) 500 mm 327 ( l ) 600 mm 328 ( m ) 700 mm 329 ( n ) 750 mm 330 ( o ) 800 mm 331 ( p ) 900 mm 332 ( q ) 1000 mm 333 ( r ) 1200 mm 334 m956cotton waste 335 m957asbestos suta ( gland packing ) 336 m958solvent cement 337 m959hydrocloric acid ( sepecific gravity 1.20 ) 338 m960cp & pvc fitting 339 ( i ) 32 mm dia c.p. waste 340 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 341 ( iii ) 40 mm dia c.p. waste 342 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 343 ( v 100 mm dia steel jali 344 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 345 ( vii ) 50 mm dia pvc pipe with coupling 346 m961special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) 347 ( i ) pillar cock ( isi ) 348 ( ii ) pillar cock ( long neck ) 349 ( iii ) bib cock ( isi ) 350 ( iv ) bib cock ( long thread ) 351 ( v ) angular stop cock 352 ( vi ) angular stop cock ( long thread ) 353 ( vii ) concealed stop cock reduce ( isi ) 354 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 355 ( ix ) long body bib cock 356 ( x ) swan neck tap with left hand operating knob 357 ( xi ) central hole basin mixer ( best quality ) 358 ( xii ) wall mixer with telephonic shower arrangement 359 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 360 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 361 ( xv ) sink mixer with swinging casted spout 362 ( xvi ) sink cock with swinging casted spout 363 ( xvii ) 4 way diverter for concealed fittings 364 ( xviii ) pressure adjustable shower with revolving joint 365 ( xix ) telephone shower with flexible pipe 366 ( xx ) flush cock with wall flange ( 25 mm ) 367 ( xxi ) towel rail 24 368 ( xxii ) towel ring 369 ( xxiii ) soap dish 370 ( xxiv ) tumbler holder 371 ( xxv ) toilet paper holder 372 ( xxvi ) glass shelf 22 373 ( xxvii ) corner glass shelf with bracket 374 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 375 m962c.i special & pvc pipes 376 1. c.i double shocketted fittings bend such as bend, tee, taper, 377 ( a ) 80 200 mm 378 ( b ) 250 700 mm 379 ( c ) 700 1000 mm 380 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 381 ( a ) 80 200 mm 382 ( b ) 250 700 mm 383 ( c ) 700 1000 mm 384 spare parts of hand pump 385 m963hexagonal bolt m12x1.75x40mm long common to marks ii & iii 386 m964hexagonal nut m12x1.75mm 387 m965washer m12 ( 2.5mm thick ) 388 m966high tensile bolt m10x1.5x40mm long. 389 m967nyloc nut m10x1.5mm 390 m968handle axle ( stainless steel ) 391 m969washer for handle axle ( 4mm thick ) 392 m970ball bearing 6204 z 393 m971spacer for handle. 394 m972chain with coupling. 395 m973hexagonal bolt for front cover m12x1.75mm long. 396 m974nitrile rubber cup washer for mark – ii & iii 397 m975nitrile sealing ring mark – ii 398 m976nitrile rubber seating big for lower valve mark ii 399 m977nitrile rubber seating small for upper valve mark ii. 400 m978hexagonal rod coupling m12x1.75x50mm long. 401 m979pump head assembly ( g.i. ) with front cover, bolt & third plate. 402 m980front cover ( g.i. ) 403 m981handle assembly ( g.i. ) 404 m982 ( a ) water tank assemblyfor mark – ii ( g.i. ) 405 ( b ) water tank assembly for mark – iii ( vlom 65 ) 406 m983stand assembly ( g.i. ) normal. 407 m984stand assembly ( telescopic ) ( g.i ) . 408 m985connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) 409 m986a ) cylinder assembly complete set for mark ii 410 b ) cylinder assembly complete set for mark iii ( vlom 65 ) 411 m987a ) upper valve assembly complete set for india mark ii 412 b ) upper valve assembly complete set for india mark iii ( vlom 65 ) 413 m988a ) lower valve assembly complete set for india mark ii 414 b ) lower valve assembly complete set for im iii 415 m989reducer cap for cylinder mark ii 416 m990a ) plunger rod ( s.s. ) for mark – ii 417 b ) plunger rod ( s.s. ) for mark – iii 418 m991upper valve guide ( g.m. ) . 419 m992rubber seat retainer for mark ii 420 m993third plate for head assembly ( galanized ) 421 m994cylinder body with brass liner for im ii with reducer cap for top and bottom. 422 m995gun metal spacer. 423 m996check valve guide mark ii 424 m997a ) check valve seat for mark – ii 425 b ) check valve seat for mark – iii 426 m998nitrile rubber “o” ring ( vlom 65 ) 427 m999push rod for mark – iii ( s.s ) . 428 m1000check nut for push rod ( s.s. ) . 429 m1001nitrile rubber cup washer for vlom 50 430 m1002nitrile rubber sealing ring for mark – iii vlom 65 431 m1003nitrile rubber seating big for lower valve mk ii 432 m1004nitrile rubber seating big for lower valve m iii vlom 65 ) 433 m1005nitrile rubber bobbin vlom 50 434 m1006nitrile rubber “o” ring vlom 50 435 m1007nitrile rubber cone for vlom 50 436 m1008nitrile rubber cone for vlom 65 437 m1009nitrile rubber centralizer 150mm for ( vlom 65 ) . 438 m1010nitrile rubber centralizer 125mm for ( vlom 65 ) . 439 m1011nitrile rubber centralizer 150mm for ( vlom 50 ) . 440 m1012nitrile rubber centralizer 125mm for vlom 50 441 m1013nitrile rubber centralizer 100mm for vlom 50 442 m1014water tank assembly mark – iii vlom 50 443 m1015cylinder assembly complete set for mark – iii ( vlom 50 ) 444 m1016upper valve assembly complete set for im iii ( vlom 50 ) 445 m1017lower valve assembly complete set for im iii ( vlom 50 ) 446 m1018a ) upper cap cylinder mark – iii ( vlom 65 ) 447 b ) upper cap cylinder mark – iii ( vlom 50 ) 448 m1019a ) bottom cap for mark – iii ( vlom 50 ) 449 b ) bottom capfor mark – iii ( vlom 65 ) 450 m1020follower for im iii 451 m1021cage for mark iii 452 m1022s.s. hexagonal bolt m 6x25mm long. 453 m1023basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. 454 m1024basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 455 m1025basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specificationis 1239 ( part i ) / 2004 456 m1030rcc esr 457 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 458 notes 459 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 460 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 461 for design having more than 6 columns, suitable bracing is obligatory. 462 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 463 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 464 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 465 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 466 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 467 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 468 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 469 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 470 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 471 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 472 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 473 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 474 12 to 16 m staging 2% per metre 475 16 to 20 m staging 3% per metre 476 20 m and above 4% per metre 477 for 17 m staging height, percentage calculation will be like below : 478 12 to 16 m 4 x 2 = 8% 479 16 & 17 m 1 x 3% = 3% total = 11% 480 for 21 m staging height, percentage calculation will be like below : 481 12 to 16 m 4 x 2 = 8% 482 16 to 20 m 4 x 3% = 12% 483 20& 21 m 1 x 4% = 4% total = 24% 484 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 485 notes 486 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 487 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 488 rates for rcc esrs 489 upto 25, 000 litres 490 cost of 25, 000 litres capacity 491 add for capacity above 25, 000 upto 50, 000 litres 492 cost of 50, 000 litres capacity 493 add for capacity above 50, 000 upto 75, 000 litres 494 cost of 75, 000 litres capacity 495 add for capacity above 75, 000 upto 1, 00, 000 litres 496 cost of 1, 00, 000 litres capacity 497 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 498 cost of 1, 50, 000 litres capacity 499 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 500 cost of 2, 00, 000 litres capacity 501 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 502 cost of 2, 50, 000 litres capacity 503 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 504 cost of 3, 00, 000 litres capacity 505 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 506 cost of 4, 00, 000 litres capacity 507 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 508 cost of 5, 00, 000 litres capacity 509 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 510 cost of 7, 50, 000 litres capacity 511 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 512 cost of 10, 00, 000 litres capacity 513 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 514 cost of 15, 00, 000 litres capacity 515 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 516 cost of 20, 00, 000 litres capacity 517 m1031rcc gsr and sump 518 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 519 anti –termite treatment shall be given for under ground portion of the structure. 520 notes 521 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 522 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 523 entire structure shall be in m 300 only. 524 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 525 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 526 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 527 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 528 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 529 cost of pump house is not included in these rates. 530 above rates are applicable for seismic zones 2, 3 and 4. 531 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 532 10% shall be added for sump if over head pump house is proposed. 533 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 534 rates for rcc gsrs and sumps 535 upto 25, 000 litres 536 cost of 25, 000 litres capacity 537 add for capacity above 25, 000 upto 50, 000 litres 538 cost of 50, 000 litres capacity 539 add for capacity above 50, 000 upto 75, 000 litres 540 cost of 75, 000 litres capacity 541 add for capacity above 75, 000 upto 1, 00, 000 litres 542 cost of 1, 00, 000 litres capacity 543 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 544 cost of 1, 50, 000 litres capacity 545 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 546 cost of 2, 00, 000 litres capacity 547 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 548 cost of 3, 00, 000 litres capacity 549 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 550 cost of 5, 00, 000 litres capacity 551 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 552 cost of 10, 00, 000 litres capacity 553 addforcapacityabove10, 00, 000upto15, 00, 000 litres 554 cost of 15, 00, 000 litres capacity 555 add for capacity above 15, 00, 000 litres 556 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 557 m1032unconventionalwater treatment plant 558 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 559 aeration fountain 560 inlet arrangements 561 mixing channel with ventury flume and flow measuring arrangement 562 inlet channel 563 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 564 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 565 rapid sand gravity filters all valve shall be glandless. 566 filter house 567 chemical house 568 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 569 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 570 tcl solution tank with mixing, carrying and dosing arrangement with piping. 571 bypass arrangement 572 external and internal electrification 573 laboratory equipments 574 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 575 wash water pumps with 100% standby 576 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 577 pure water sump of capacity equal to 1 hourpumping capacity. 578 pure water pump house over the sump / by the side of sump. 579 drainage arrangements 580 alum store 581 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 582 these rates are applicable for seismic zones 2, 3 and 4. 583 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 584 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 585 unconventional treatment plants less than 1 mld capacity shall not be constructed. 586 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 587 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 588 unconventional water treatment plant 589 fixed cost for 1 mld 590 add for capacity above 1 mld upto 2 mld 591 cost of 2 mld treatment plant 592 add for capacity above 2 mld upto 3 mld 593 cost of 3 mld treatment plant 594 m1033conventionalwater treatment plant 595 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 596 aeration fountain plan are a not less than 0.625 square metre per mld 597 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 598 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 599 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 600 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 601 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 602 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 603 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 604 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 605 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 606 chemical house in two storeys 607 ground floor to accommodate 7 days alum requirement and sundry storage. 608 first floor to accommodate alum and lime tanks.etc. 609 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 610 pure water sump and sump house. 611 capacity of sump – one hour of designed flow. 612 pump house pump house of required size over the sump or by the side. 613 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 614 vacuum feed type chlorinators make tobe approved by mjp. 615 conforming to i.s. 10533 a part ii 1983 616 rate for withdrawal 617 temperature kg. of chlorine discharge degree c per day ( cylinders ) 618 45 67tonnes 619 10 6.359.50 110 620 15 10.75 16.10130 621 20 14.50 21.24254 622 27&above18.70 28.12315 623 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 624 100% standby shall be provided. 625 by pass arrangements c.i. or m.s. pipes. 626 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 627 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 628 drainage arrangements – rcc pipes up to plot boundary. 629 electrical installation – both internal and external including entire plant area. 630 laboratory equipment –as per requirement ( to be specified during tendering ) . 631 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 632 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 633 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 634 all pipes condutes channels with20%overloading 635 these rates are applicable for seismic zones 2, 3 and 4. 636 all rcc structures shall be constructed in m 300. 637 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 638 conventional water treatment plant 639 above3 mld to upto 5 mld 640 cost of 5 mld treatment plant 641 add for capacity above 5mld upto 10 mld 642 cost of 10 mld treatment plant 643 add for capacity above 10 mld upto20 mld 644 cost of 20 mld treatment plant 645 add for capacity above 20 mld upto 50 mld 646 cost of 50 mld treatment plant 647 add for capacityabove 50 mld upto 100 mld 648 cost of 100 mld treatment plant 649 add for capacity above 100 mld 650 m1034gpt / hygpt :drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 651 300 mm dia for gpt 652 400 mm dia for hygpt 653 m1035hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) 654 from 0 50 meter 655 from 51 125 meter 656 m1037dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) 657 drillig upto 30 mtr depth below g. l. in rural area 658 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 659 m1038trenchless 660 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 661 from 900 mm to 1000 mm dia 662 in soft soil 663 in hard soil 664 in sandy soil 665 in stone soil 666 from 1000 mm to 1200 mm dia 667 in soft soil 668 in hard soil 669 in sandy soil 670 in stone soil 671 above 1200 mm to 1500 mm dia 672 in soft soil 673 in hard soil 674 in sandy soil 675 in stone soil 676 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 677 upto 300 mm dia 678 in soft soil 679 in hard soil 680 in sandy soil 681 in stone soil 682 above300 mm to 450 mm dia 683 in soft soil 684 in hard soil 685 in sandy soil 686 in stone soil 687 above 450 mm to 600 mm dia 688 in soft soil 689 in hard soil 690 in sandy soil 691 in stone soil 692 above 600 mm to 900 mm dia 693 in soft soil 694 in hard soil 695 in sandy soil 696 in stone soil 697 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 698 upto 300 mm dia 699 in soft soil 700 in hard soil 701 in sandy soil 702 in stone soil 703 above300 mm to 450 mm dia 704 in soft soil 705 in hard soil 706 in sandy soil 707 in stone soil 708 above 450 mm to 600 mm dia 709 in soft soil 710 in hard soil 711 in sandy soil 712 in stone soil 713 above 600 mm to 900 mm dia 714 in soft soil 715 in hard soil 716 in sandy soil 717 in stone soil 718 m1039providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) 719 without byepass arrangement pn 1 720 50 mm 721 65 mm 722 80 mm 723 100 mm 724 125 mm 725 150 mm 726 200 mm 727 250 mm 728 300 mm 729 350 mm 730 400 mm 731 450 mm 732 500 mm 733 600 mm 734 700 mm 735 750 mm 736 800 mm 737 900 mm 738 1000 mm 739 1100 mm 740 1200 mm 741 with byepass arrangement pn 1 742 50 mm 743 65 mm 744 80 mm 745 100 mm 746 125 mm 747 150 mm 748 200 mm 749 250 mm 750 300 mm 751 350 mm 752 400 mm 753 450 mm 754 500 mm 755 600 mm 756 700 mm 757 750 mm 758 800 mm 759 900 mm 760 1000 mm 761 1100 mm 762 1200 mm 763 without byepass arrangement pn 1.6 764 50 mm 765 65 mm 766 80 mm 767 100 mm 768 125 mm 769 150 mm 770 200 mm 771 250 mm 772 300 mm 773 350 mm 774 400 mm 775 450 mm 776 500 mm 777 600 mm 778 with byepass arrangement pn 1.6 779 50 mm 780 65 mm 781 80 mm 782 100 mm 783 125 mm 784 150 mm 785 200 mm 786 250 mm 787 300 mm 788 350 mm 789 400 mm 790 450 mm 791 500 mm 792 600 mm 793 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 794 with byepass arrangement pn 1 795 50 mm 796 65 mm 797 80 mm 798 100 mm 799 125 mm 800 150 mm 801 200 mm 802 250 mm 803 300 mm 804 350 mm 805 400 mm 806 450 mm 807 500 mm 808 600 mm 809 700mm 810 750 mm 811 800 mm 812 900 mm 813 1000 mm 814 1100 mm 815 1200mm 816 without byepass arrangement pn 1 817 50 mm 818 65 mm 819 80 mm 820 100 mm 821 125 mm 822 150 mm 823 200 mm 824 250 mm 825 300 mm 826 350 mm 827 400 mm 828 450 mm 829 500 mm 830 600 mm 831 700mm 832 750 mm 833 800 mm 834 900 mm 835 1000 mm 836 1100 mm 837 1200mm 838 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 839 without byepass arrangement pn 1.6 840 50 mm 841 65 mm 842 80 mm 843 100 mm 844 125 mm 845 150 mm 846 200 mm 847 250 mm 848 300 mm 849 350 mm 850 400 mm 851 450 mm 852 500 mm 853 600 mm 854 700mm 855 750 mm 856 800 mm 857 900 mm 858 1000 mm 859 1100 mm 860 1200mm 861 with byepass arrangement pn 1.6 862 50 mm 863 65 mm 864 80 mm 865 100 mm 866 125 mm 867 150 mm 868 200 mm 869 250 mm 870 300 mm 871 350 mm 872 400 mm 873 450 mm 874 500 mm 875 600 mm 876 m1040design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . 877 dia 06 inch ( 150 mm ) 878 id 153 mm od 167 mm 879 screen thickness 07 mm 880 slot 1.00 mm 881 moc lowcarbon galvenised steel 882 length 5 mtr. 883 dia 08 inch ( 200 mm ) 884 id 205 mm od 221mm 885 screen thickness 08 mm 886 slot 1.00 mm 887 moc lowcarbon galvenised steel 888 length 5 mtr. 889 dia 10 inch ( 250 mm ) 890 id 256 mm od 276mm 891 screen thickness 10 mm 892 slot 1.00 mm 893 moc lowcarbon galvenised steel 894 length 5 mtr. 895 dia 12 inch ( 300 mm ) 896 id 306 mm od 326 mm 897 screen thickness 10 mm 898 slot 1.00 mm 899 moc lowcarbon galvenised steel 900 length 5 mtr. 901 dia 14 inch ( 350 mm ) 902 id 338 mm od 363 mm 903 screen thickness 12.5 mm 904 slot 1.00 mm 905 moc lowcarbon galvenised steel 906 length 5 mtr. 907 m1041supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . 908 m1042supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . 909 m1043supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . 910 m1044supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . 911 m1045supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . 912 m1046supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . 913 m1047supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . 914 m1048supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 915 m1049supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 916 m1050supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 917 m1051supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . 918 m1052supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . 919 m1053supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . 920 m1054design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. 921 0.2 mld 922 0.3 mld 923 0.4 mld 924 0.5 mld 925 0.6 mld 926 m1055pumps 927 supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 928 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 929 1 h.p. 930 1.5hp 931 2 hp 932 2.5 hp 933 3.0 hp 934 4.0 hp 935 5.0 hp 936 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 937 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 938 1.5 hp 939 2.0 hp 940 3.0 hp 941 4.0 hp 942 5.0 hp 943 6.0 hp 944 7.5 hp 945 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 946 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 947 8.0 hp 948 9.0 hp 949 10.0 hp 950 11.0 hp 951 12.5 hp 952 15.0 hp 953 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 954 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 955 17.5 hp 956 20.0 hp 957 25 hp 958 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 959 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 960 2 ) for 150 mm dia energy efficient pumps add as below 961 a. up to 8 stages : 3% on supply rate 962 b. up to 12 stages : 4% on supply rate 963 c. up to 15 stages : 5% on supply rate 964 m1056pressure gauge 965 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 966 pressure gauge ( 100 mm dia ) 967 pressure gauge ( 150 mm dia ) 968 vacuum / combination gauge 969 supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 970 vacuum / combination gauge – 100 mm dia 971 vacuum / combination gauge – 150 mm dia 972 m1057lifting equipment 973 chain pulley block 974 supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 975 1 tonne capacity 976 2 tonne capacity 977 3 tonne capacity 978 hand operated circular or rectangular travelling crane ( single girder ) 979 supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 980 3 tonne capacity 981 up to 5 m span 982 above 5 m up to 6 m span 983 above 6 m up to 8 m span 984 5 tonne capacity 985 up to 5 m span 986 above 5 m up to 6 m span 987 above 6 m up to 8 m span 988 above 8 m up to 10 m span 989 electric operated circular or rectangular travelling crane ( single girder ) 990 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 991 5 tonne capacity 992 above 6 m up to 8 m span 993 above 8 m up to 10 m span 994 7.5 tonne capacity 995 above 6 m upto 8 m span 996 above 8 m up to 10 m span 997 10 tonne capacity 998 above 6 m up to 8 m span 999 above 8 m up to 10 m span 1000 square bar / rail 1001 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 1002 50 x 50 mm ( en 8 ) 1003 40 x 40 mm ( en 8 ) 1004 m1058lightening arrester, ab switch, insulators 1005 lightening arrestor 1006 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 1007 suitable for 11 kv supply, distribution class 1008 suitable for 22 kv supply, distribution class 1009 suitable for 33 kv supply, station class 1010 disc insulator 1011 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1012 suitable for 11kv line 1013 suitable for 33kv line 1014 pin insulator 1015 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1016 suitable for 11kv line 1017 suitable for 33kv line 1018 air break switch without earth switch 1019 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1020 suitable for 11kv line 1021 rocking / tilting type 1022 rotating type 1023 suitable for 33kv line 1024 rocking / tilting type 1025 rotating type 1026 air break switch with earth switch 1027 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1028 suitable for 11kv line 1029 rotating type 1030 suitable for 33kv line 1031 rotating type 1032 drop out fuse ( channel mounted ) 1033 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working currentup to 50 amp, capacity completeerected on provided cross arm, each set comprising 3 units 1034 suitable for 11 kv line 1035 suitable for 33 kv line 1036 horn gap fuse ( channel mounted ) 1037 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1038 suitable for 11 kv line 1039 suitable for 33 kv line 1040 m1059transformer 1041 power transformer ( with off load tap changer ) any isi mark 1042 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1043 1. oil conservator with filling hole with cap and plain oil level gauge. 1044 2. silica gel dehydrating breather charged with silica gel. 1045 3. oil drain valve 1046 4. oil filter valve 1047 5. lifting eyes / hooks 1048 6. two earthing terminals 1049 7. diagram and rating plate 1050 8. air vent 1051 9. explosion vent 1052 10. 100mm dia thermo meter with thermometer pocket 1053 11. four bi directional plain roller. 1054 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 1055 63 kva ( no load loss 180w and load loss 1235w ) 1056 100 kva ( no load loss 260w and load loss 1760w ) 1057 160kva ( no load loss 260w and load loss 1760w ) 1058 200kva ( no load loss 500w and load loss3000w ) 1059 250kvaa ( no load loss 550w and load loss3600w ) 1060 315kva ( no load loss 580w and load loss 4200w ) 1061 400 kva ( no load loss 715w and load loss 5000w ) 1062 500 kva ( no load loss 850w and load loss 5800w ) 1063 630 kva ( no load loss 1000w and load loss 7000w ) 1064 750 kva ( no load loss 1500w and load loss 8000w ) 1065 power transformer ( with on load tap changer ) 1066 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1067 1. oil conservator with filling hole with cap and plain oil level gauge. 1068 2. silica gel dehydrating breather charged with silica gel. 1069 3. oil drain valve 1070 4. oil filter valve 1071 5. lifting eyes / hooks 1072 6. two earthing terminals 1073 7. diagram and rating plate 1074 8. air vent 1075 9. explosion vent 1076 10. 100mm dia thermo meter with thermometer pocket 1077 11. four bi directional plain roller. 1078 12. buchholz relay 1079 13. resistance temp. detector 1080 14. marshalling box 1081 15. automatic voltage regulator ( avr ) 1082 16. remote tap changing controller ( rtcc ) 1083 transformer 11000 / 433 volts withon load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1084 750 kva 1085 1000 kva 1086 1250 kva 1087 1600 kva 1088 2000 kva 1089 m1060motors 1090 foot mounted motors tefc 1500 rpm 1091 supplyingfoot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1092 15 kw ( 20 hp ) 1093 18.5 kw ( 25 hp ) 1094 22 kw ( 30 hp ) 1095 30 kw ( 40 hp ) 1096 37 kw ( 50 hp ) 1097 45 kw ( 60 hp ) 1098 55 kw ( 75 hp ) 1099 75 kw ( 100 hp ) 1100 90 kw ( 120 hp ) 1101 110 kw ( 150 hp ) 1102 132kw ( 180hp ) 1103 160kw ( 215 hp ) 1104 250kw ( 335 hp ) 1105 foot mounted motor tefc 1500 rpm 1106 0.75 kw ( 1hp ) 1107 1.1 kw ( 1.5 hp ) 1108 1.5 kw ( 2 hp ) 1109 2.2 kw ( 3 hp ) 1110 3.7 kw ( 5 hp ) 1111 5.5 kw ( 7.5 hp ) 1112 7.5 kw ( 10 hp ) 1113 9.3 kw ( 12.5 hp ) 1114 11 kw ( 15 hp ) 1115 m1061aluminium cable 1116 cable 1117 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1118 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1119 3 core 2.5 sq mm 1120 3 core 4 sq mm 1121 3 core 6 sq mm 1122 3 core 10 sq mm 1123 3 core 16 sq mm 1124 3 core 25 sq mm 1125 3 core 35 sq mm 1126 3 core 50 sq mm 1127 3 core 70 sq mm 1128 3 core 95 sq mm 1129 3 core 120 sq mm 1130 3 core 150 sq mm 1131 3 core 185 sq mm 1132 3 core 240 sq mm 1133 3 core 300 sq mm 1134 3 core 400 sq mm 1135 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1136 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1137 3.5 core 25 sq mm 1138 3.5 core 35 sq mm 1139 3.5 core 50 sq mm 1140 3.5 core 70 sq mm 1141 3.5 core 95 sq mm 1142 3.5 core 120 sq mm 1143 3.5 core 150 sq mm 1144 3.5 core 185 sq mm 1145 3.5 core 240 sq mm 1146 3.5 core 300 sq mm 1147 3.5 core 400 sq mm 1148 ht aluminium three core 3.3 kve cable xlpe insulated 1149 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1150 3 core 35 sq mm 1151 3 core 50 sq mm 1152 3 core 70 sq mm 1153 3 core 95 sq mm 1154 3 core 120 sq mm 1155 3 core150sq mm 1156 3 core 185 sq mm 1157 3 core 240sq mm 1158 3 core 300 sq mm 1159 3 core 400 sq mm 1160 ht aluminium three core 6.6 kv ( ue ) / 11kv ecable xlpe insulated 1161 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1162 3 core 35 sq mm 1163 3 core 50 sq mm 1164 3 core 70 sq mm 1165 3 core 95 sq mm 1166 3 core 120 sq mm 1167 3 core150sq mm 1168 3 core 185 sq mm 1169 3 core 240sq mm 1170 3 core 300 sq mm 1171 3 core 400 sq mm 1172 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1173 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1174 3 core 35 sq mm 1175 3 core 50 sq mm 1176 3 core 70 sq mm 1177 3 core 95 sq mm 1178 3 core 120 sq mm 1179 3 core150sq mm 1180 3 core 185 sq mm 1181 3 core 240sq mm 1182 3 core 300 sq mm 1183 3 core 400 sq mm 1184 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1185 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1186 3 core 4 sq mm 1187 3 core 6 sq mm 1188 3 core 10 sq mm 1189 3 core 16 sq mm 1190 3 core 25 sq mm 1191 3 core 35 sq mm 1192 3 core 50 sq mm 1193 3 core 70 sq mm 1194 3 core 95 sq mm 1195 3 core 120 sq mm 1196 3 core 150 sq mm 1197 3 core 185 sq mm 1198 3 core 240 sq mm 1199 3 core 300 sq mm 1200 3 core 400 sq mm 1201 m1062copper cable 1202 cable 1203 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1204 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1205 3 core 1.5 sq mm 1206 3 core 2.5 sq mm 1207 3 core 4 sq mm 1208 3 core 6 sq mm 1209 3 core 10 sq mm 1210 3 core 16 sq mm 1211 3 core 25 sq mm 1212 3 core 35 sq mm 1213 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1214 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1215 3 core 1.5 sq mm 1216 3 core 2.5 sq mm 1217 3 core 4 sq mm 1218 3 core 6 sq mm 1219 3 core 10 sq mm 1220 3 core 16 sq mm 1221 3 core 25 sq mm 1222 3 core 35 sq mm 1223 3 core 50 sq mm 1224 3 core 70 sq mm 1225 3 core 95 sq mm 1226 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1227 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1228 3.5 core 1.5 sq mm 1229 3.5 core 2.5 sq mm 1230 3.5 core 4 sq mm 1231 3.5 core 6 sq mm 1232 3.5 core 10 sq mm 1233 3.5 core 16 sq mm 1234 3.5 core 25 sq mm 1235 3.5 core 35 sq mm 1236 3.5 core 50 sq mm 1237 3 .5 core 70 sq mm 1238 3.5 core 95 sq mm 1239 3.5 core 120 sq mm 1240 3 .5 core150sq mm 1241 3.5 core 185 sq mm 1242 3.5 core 240sq mm 1243 3.5 core 300 sq mm 1244 3.5 core 400 sq mm 1245 copper conductor 3.5 core xlpe / pvcunarmoured 1246 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1247 3.5core 25 sq mm 1248 3.5core 35 sq mm 1249 3.5 core 50 sq mm 1250 3.5 core 70 sq mm 1251 3.5 core 95 sq mm 1252 3.5 core 120 sq mm 1253 3.5 core150sq mm 1254 3.5 core 185 sq mm 1255 3.5 core 240sq mm 1256 3.5 core 300 sq mm 1257 3.5 core 400 sq mm 1258 copper conductor three core, xlpe / pvc insulated & armoured cable . 1259 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1260 3 core 1.5 sq mm 1261 3 core 2.5 sq mm 1262 3 core 4 sq mm 1263 3 core 6 sq mm 1264 3 core 10 sq mm 1265 3 core 16 sq mm 1266 3 core 25 sq mm 1267 3 core 35 sq mm 1268 3 core 50 sq mm 1269 3 core 70 sq mm 1270 3 core 95 sq mm 1271 3 core 120 sq mm 1272 3 core 150sq mm 1273 3core 185 sq mm 1274 3 core 240 sq mm 1275 3 core 300 sq mm 1276 3 core 400 sq mm 1277 m1063foot valve 1278 foot valve 1279 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1280 flanged type 1281 50 mm 1282 65 mm 1283 80 mm 1284 100 mm 1285 125 mm 1286 150 mm 1287 m1064aircircuit breaker 1288 acbbreaking capacity 50ka thermal magnetic manual draw out type 3 pole 1289 630a 1290 800a 1291 1000a 1292 1250a 1293 1600a 1294 2000a 1295 m1065starter 1296 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1297 7.5 h.p. 1298 10 h.p. 1299 supplyingfully automatic star delta starter to operate induction motor working on415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1300 f.a.s.d starter 1301 10.0 h.p. 1302 15 h.p. 1303 20 h.p. 1304 25 h.p. 1305 35 h.p. 1306 40 hp 1307 50 hp 1308 75 h.p. 1309 100 h.p. 1310 125 h.p. 1311 150 h.p. 1312 250 h.p. 1313 m1066servo controlled automatic voltage stabilizer 1314 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated?? over voltage / under voltage?? single phasing?? cut off contactor with electronic output sensing unit 1315 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1316 20 kva air cooled 1317 25 kva air cooled 1318 30 kva air cooled 1319 40 kva air cooled 1320 50 kva oil cooled 1321 60 kva oil cooled 1322 75 kva oil cooled 1323 100 kva oil cooled 1324 125 kva oil cooled 1325 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1326 15 kva air cooled 1327 20 kva air cooled 1328 25 kva air cooled 1329 30 kva air cooled 1330 40 kva air cooled 1331 50kva air cooled 1332 60 kva oil cooled 1333 75kva oil cooled 1334 100 kva oil cooled 1335 125 kva oil cooled 1336 150 kva oil cooled 1337 200kva oil cooled 1338 250kva oil cooled 1339 300 kva oil cooled 1340 400 kva oil cooled 1341 m1067termination kit 1342 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1343 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1344 25 50 mm2 1345 70 120 mm2 1346 150 185 mm2 1347 240 400 mm2 1348 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1349 25 50 mm2 1350 70 120 mm2 1351 150 185 mm2 1352 240 400 mm2 1353 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1354 25 50 mm2 1355 70 120 mm2 1356 150 185 mm2 1357 240 300 mm2 1358 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1359 25 50 mm2 1360 70 120 mm2 1361 150 185 mm2 1362 240 400 mm2 1363 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1364 25 50 mm2 1365 70 120 mm2 1366 150 185 mm2 1367 240 400 mm2 1368 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1369 25 50 mm2 1370 70 120 mm2 1371 150 185 mm2 1372 240 300 mm2 1373 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1374 25 50 mm2 1375 70 120 mm2 1376 150 185 mm2 1377 240 400 mm2 1378 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1379 25 50 mm2 1380 70 120 mm2 1381 150 185 mm2 1382 240 400 mm2 1383 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1384 25 50 mm2 1385 70 95 mm2 1386 120 150 mm2 1387 185 240 mm2 1388 300 400 mm2 1389 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1390 25 50 mm2 1391 70 95 mm2 1392 120 185 mm2 1393 240 400 mm2 1394 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1395 25 50 mm2 1396 70 95 mm2 1397 120 185 mm2 1398 240 400 mm2 1399 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1400 35 70 mm2 1401 95 150 mm2 1402 185 300 mm2 1403 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

31961000 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor, quotations through e tender are invited supply of respective items 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 hdpe pipes 75mm dia 3 hdpe pipes 90mm dia 4 gi pipe 50 mm dia ( tata or equivalent make ) 5 jute 6 g.m. ferrules 7 ( i ) 8 mm dia wt. not less than 400 gms 8 ( ii ) 10 mm dia wt. not less than 400 gms 9 ( iii ) 15 mm dia wt. not less than 400 gms 10 ( iv ) 20 mm dia wt. not less than 600 gms 11 ( v ) 25 mm dia wt. not less than 900 gms 12 stop cocks 13 ( i ) 15 mm brass stop cock wt. not less than 300 gms 14 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 15 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 16 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 17 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 18 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 19 ( vii ) 15 mm dia c.i. body brass working part stop cock. 20 ( viii ) 20 mm dia c.i. body brass working part stop cock. 21 ( ix ) 25 mm dia c.i. body brass working part stop cock. 22 g.m. full way valve 23 ( i ) 15 mm dia wt. not less than 300 gms without wheel 24 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 25 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 26 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 27 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 28 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 29 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 30 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 31 g.m. non return valve verticle 32 ( i ) 15 mm dia wt. not less than 150 gms 33 ( ii ) 20 mm dia wt. not less than 250 gms 34 ( iii ) 25 mm dia wt. not less than 375 gms 35 ( iv ) 32 mm dia wt. not less than 600 gms 36 ( v ) 40 mm dia wt. not less than 700 gms 37 ( vi ) 50 mm dia wt. not less than 1.0 kg 38 ( vii ) 65 mm dia wt. not less than 1.20 kg 39 ( viii ) 80 mm dia wt. not less than 1.50 kg 40 ( ix ) 100 mm dia wt. not less than 1.80 kg 41 g.m. non return valve horizontal 42 ( i ) 15 mm dia wt. not less than 150 gms 43 ( ii ) 20 mm dia wt. not less than 250 gms 44 ( iii ) 25 mm dia wt. not less than 375 gms 45 ( iv ) 32 mm dia wt. not less than 600 gms 46 ( v ) 40 mm dia wt. not less than 700 gms 47 ( vi ) 50 mm dia wt. not less than 1.0 kg 48 ( vii ) 65 mm dia wt. not less than 1.20 kg 49 ( viii ) 80 mm dia wt. not less than 1.50 kg 50 ( ix ) 100 mm dia wt. not less than 1.80 kg 51 cocks 52 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 53 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 54 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 55 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 56 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 57 ( vi ) 15 mm c.i. plug cock ordinary 58 ( vii ) 15 mm c.i. push cock ordinary 59 chromium plated brass fittings 60 ( i ) c.p. shower rose 100 mm dia 61 ( ii ) c.p. shower rose 125 mm dia 62 ( iii ) p.v.c. shower rose 150 mm dia 63 ( iv ) p.v.c shower rose 125 mm dia 64 connection pipe 65 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 66 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 67 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 68 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. 69 g.i. fittings ( conforming to i.s. 1879 ) isi marked 70 [ a ] g.i. bend 71 ( i ) 15 mm 72 ( ii ) 20 mm 73 ( iii ) 25 mm 74 ( iv ) 32 mm 75 ( v ) 40 mm 76 ( vi ) 50 mm 77 ( vii ) 65 mm 78 ( viii ) 80 mm 79 ( ix ) 100 mm 80 ( x ) 125 mm 81 ( xi ) 150 mm 82 [ b ] elbow of the following sizes 83 ( i ) 15 mm 84 ( ii ) 20 mm 85 ( iii ) 25 mm 86 ( iv ) 32 mm 87 ( v ) 40 mm 88 ( vi ) 50 mm 89 ( vii ) 65 mm 90 ( viii ) 80 mm 91 ( ix ) 100 mm 92 ( x ) 125 mm 93 ( xi ) 150 mm 94 [ c ] tee plain of the following sizes 95 ( i ) 15 mm 96 ( ii ) 20 mm 97 ( iii ) 25 mm 98 ( iv ) 32 mm 99 ( v ) 40 mm 100 ( vi ) 50 mm 101 ( vii ) 65 mm 102 ( viii ) 80 mm 103 ( ix ) 100 mm 104 ( x ) 125 mm 105 ( xi ) 150 mm 106 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 107 ( i ) 20 mm 108 ( ii ) 25 mm 109 ( iii ) 32 mm 110 ( iv ) 40 mm 111 ( v ) 50 mm 112 ( vi ) 65 mm 113 ( vii ) 80 mm 114 ( viii ) 100 mm 115 ( ix ) 125 mm 116 ( x ) 150 mm 117 [ e ] socket plain of the following size ( taking larger dimension ) 118 ( i ) 15 mm 119 ( ii ) 20 mm 120 ( iii ) 25 mm 121 ( iv ) 32 mm 122 ( v ) 40 mm 123 ( vi ) 50 mm 124 ( vii ) 65 mm 125 ( viii ) 80 mm 126 ( ix ) 100 mm 127 ( x ) 125 mm 128 ( xi ) 150 mm 129 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 130 ( i ) 20 mm 131 ( ii ) 25 mm 132 ( iii ) 32 mm 133 ( iv ) 40 mm 134 ( v ) 50 mm 135 ( vi ) 65 mm 136 ( vii ) 80 mm 137 ( viii ) 100 mm 138 ( ix ) 125 mm 139 ( x ) 150 mm 140 [ g ] union socket of the following sizes 141 ( i ) 15 mm 142 ( ii ) 20 mm 143 ( iii ) 25 mm 144 ( iv ) 32 mm 145 ( v ) 40 mm 146 ( vi ) 50 mm 147 ( vii ) 65 mm 148 ( viii ) 80 mm 149 ( ix ) 100 mm 150 ( x ) 125 mm 151 ( xi ) 150 mm 152 [ h ] plugs of the following sizes 153 ( i ) 15 mm 154 ( ii ) 20 mm 155 ( iii ) 25 mm 156 ( iv ) 32 mm 157 ( v ) 40 mm 158 ( vi ) 50 mm 159 ( vii ) 65 mm 160 ( viii ) 80 mm 161 ( ix ) 100 mm 162 ( x ) 125 mm 163 ( xi ) 150 mm 164 [ i ] jam nuts of the following sizes 165 ( i ) 15 mm 166 ( ii ) 20 mm 167 ( iii ) 25 mm 168 ( iv ) 32 mm 169 ( v ) 40 mm 170 ( vi ) 50 mm 171 ( vii ) 65 mm 172 ( viii ) 80 mm 173 ( ix ) 100 mm 174 ( x ) 125 mm 175 ( xi ) 150 mm 176 [ j ] g.i. nipple of the following sizes 177 ( i ) 15 mm dia x 100 mm long 178 ( ii ) 20 mm dia x 100 mm long 179 ( iii ) 25 mm dia x 100 mm long 180 ( iv ) 32mm dia x 100 mm long 181 ( v ) 40 mm dia x 100 mm long 182 ( vi ) 50 mm dia x 100 mm long 183 ( vii ) 65 mm dia x 100 mm long 184 ( viii ) 80 mm dia x 100 mm long 185 ( ix ) 100 mm dia x 100 mm long 186 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 187 ( i ) 15 mm dia 188 ( ii ) 20 mm dia 189 ( iii ) 25 mm dia 190 ( iv ) 32 mm dia 191 ( v ) 40 mm dia 192 ( vii ) 65 mm dia 193 mirrors 194 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror 195 ( b ) do 450 mm x 300 mm do 196 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 197 ( b ) do 450 mm x 125 mm do 198 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 199 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 200 c.p. brass soap dish medium quality with screw and hinges etc. 201 c.p. liquid soap solution holder 202 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make 203 ( a ) 580 mm long 204 ( b ) 510 mm long 205 ( c ) 450 mm long 206 ( d ) 510 mm long white glazed fiber i.w.c 207 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 208 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 209 ( a ) 12.5 liters lowdown c.i. cistern 210 ( b ) 10.0 liters capacity p.v.c. low design cistern 211 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make 212 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 213 ( c ) black / white plastic seat for e.w.c do as above. 214 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 215 ( b ) do squatting small 450 mm x 350 mm 216 ( c ) do squatting large 600 mm x 350 mm 217 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 218 ( e ) partition plate for urinal 25 x 13 size 219 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 220 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make 221 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make 222 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 223 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 224 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 225 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 226 drain board 227 ( a ) 600 mm x 450 mm ( 24 x 18 ) 228 ( b ) 525 mm x 450 mm ( 21 x 18 ) 229 h.c.i. pipes 230 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 231 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 232 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 233 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 234 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 235 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 236 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 237 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 238 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 239 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 240 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 241 ( l ) 150 mm dia single socket 3 0 with ear 242 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 243 ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) 244 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 245 ( p ) 150 mm dia single socket 2 0 with ear 246 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 247 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 248 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 249 ( t ) 150 mm dia single socket 250 h.c.i. fittings. 251 ( i ) plain bend of following size 252 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 253 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 254 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 255 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 256 ( ii ) bend with door with following size 257 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 258 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 259 ( c ) 100 mm dia do 5.5 kg 260 ( d ) 150 mm dia do 261 ( iii ) single junction with door of followings sizes. 262 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 263 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 264 ( c ) 100 mm dia do 9.50 kg 265 ( d ) 150 mm dia do 266 ( iv ) double junction with door of following sizes. 267 ( a ) 50 mm dia do 4.5 kg 268 ( b ) 80 mm dia do 7.00 kg 269 ( c ) 100 mm dia do 13.00 kg 270 ( d ) 150 mm dia do 271 ( v ) heel rest bend of following sizes 272 ( a ) 50 mm dia 273 ( b ) 80 mm dia 274 ( c ) 100 mm dia 275 ( d ) 150 mm dia 276 ( vi ) cowel of following sizes 277 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 278 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 279 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 280 ( d ) 150 mm dia do 281 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 282 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 283 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 284 ( x ) pass over 50 mm x 150 mm for 50 mm projection 285 ( xi ) do 100 mm x 150 mm for 100 mm projection 286 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 287 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 288 ( xiv ) h.c.i. offset 80 mm projection of the following size 289 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 290 ( b ) 80 mm dia do 3.50 kg 291 ( c ) 100 mm dia do 5.00 kg 292 ( d ) 150 mm dia do 293 ( xv ) h.c.i. socket of following sizes 294 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 295 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 296 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 297 ( d ) 150 mm dia ( weight without ear ) do 298 c.i. cover with frame for manhole and inspection chamber 299 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 300 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 301 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 302 c.i. bracket pair for w.h.b 303 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 304 ( b ) do for 12.5 liter cistern 305 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 306 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 307 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 308 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 309 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 310 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 311 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 312 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 313 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 314 rubber inserttion 3 mm ( 1 / 8 ) thick 315 pig lead 316 yarn 317 rubber gasket for c.i pipe of good quality 318 ( a ) 80 mm 319 ( b ) 100 mm 320 ( c ) 125 mm 321 ( d ) 150 mm 322 ( e ) 200 mm 323 ( f ) 250 mm 324 ( g ) 300 mm 325 ( h ) 350 mm 326 ( i ) 400 mm 327 ( j ) 450 mm 328 ( k ) 500 mm 329 ( l ) 600 mm 330 ( m ) 700 mm 331 ( n ) 750 mm 332 ( o ) 800 mm 333 ( p ) 900 mm 334 ( q ) 1000 mm 335 ( r ) 1200 mm 336 cotton waste 337 asbestos suta ( gland packing ) 338 solvent cement 339 hydrocloric acid ( sepecific gravity 1.20 ) 340 cp & pvc fitting 341 ( i ) 32 mm dia c.p. waste 342 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 343 ( iii ) 40 mm dia c.p. waste 344 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 345 ( v 100 mm dia steel jali 346 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 347 ( vii ) 50 mm dia pvc pipe with coupling 348 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) 349 ( i ) pillar cock ( isi ) 350 ( ii ) pillar cock ( long neck ) 351 ( iii ) bib cock ( isi ) 352 ( iv ) bib cock ( long thread ) 353 ( v ) angular stop cock 354 ( vi ) angular stop cock ( long thread ) 355 ( vii ) concealed stop cock reduce ( isi ) 356 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 357 ( ix ) long body bib cock 358 ( x ) swan neck tap with left hand operating knob 359 ( xi ) central hole basin mixer ( best quality ) 360 ( xii ) wall mixer with telephonic shower arrangement 361 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 362 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 363 ( xv ) sink mixer with swinging casted spout 364 ( xvi ) sink cock with swinging casted spout 365 ( xvii ) 4 way diverter for concealed fittings 366 ( xviii ) pressure adjustable shower with revolving joint 367 ( xix ) telephone shower with flexible pipe 368 ( xx ) flush cock with wall flange ( 25 mm ) 369 ( xxi ) towel rail 24 370 ( xxii ) towel ring 371 ( xxiii ) soap dish 372 ( xxiv ) tumbler holder 373 ( xxv ) toilet paper holder 374 ( xxvi ) glass shelf 22 375 ( xxvii ) corner glass shelf with bracket 376 ( xxviii ) flush valve complete with 32 mm size control cock & flange 377 c.i special & pvc pipes 378 1. c.i double shocketted fittings bend such as bend, tee, taper, 379 ( a ) 80 200 mm 380 ( b ) 250 700 mm 381 ( c ) 700 1000 mm 382 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 383 ( a ) 80 200 mm 384 ( b ) 250 700 mm 385 ( c ) 700 1000 mm 386 spare parts of hand pump 387 hexagonal bolt m12x1.75x40mm long common to marks ii & iii 388 hexagonal nut m12x1.75mm 389 washer m12 ( 2.5mm thick ) 390 high tensile bolt m10x1.5x40mm long. 391 nyloc nut m10x1.5mm 392 handle axle ( stainless steel ) 393 washer for handle axle ( 4mm thick ) 394 ball bearing 6204 z 395 spacer for handle. 396 chain with coupling. 397 hexagonal bolt for front cover m12x1.75mm long. 398 nitrile rubber cup washer for mark – ii & iii 399 nitrile sealing ring mark – ii 400 nitrile rubber seating big for lower valve mark ii 401 nitrile rubber seating small for upper valve mark ii. 402 hexagonal rod coupling m12x1.75x50mm long. 403 pump head assembly ( g.i. ) with front cover, bolt & third plate. 404 front cover ( g.i. ) 405 handle assembly ( g.i. ) 406 ( a ) water tank assembly for mark – ii ( g.i. ) 407 ( b ) water tank assembly for mark – iii ( vlom 65 ) 408 stand assembly ( g.i. ) normal. 409 stand assembly ( telescopic ) ( g.i ) . 410 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) 411 a ) cylinder assembly complete set for mark ii 412 b ) cylinder assembly complete set for mark iii ( vlom 65 ) 413 a ) upper valve assembly complete set for india mark ii 414 b ) upper valve assembly complete set for india mark iii ( vlom 65 ) 415 a ) lower valve assembly complete set for india mark ii 416 b ) lower valve assembly complete set for im iii 417 reducer cap for cylinder mark ii 418 a ) plunger rod ( s.s. ) for mark – ii 419 b ) plunger rod ( s.s. ) for mark – iii 420 upper valve guide ( g.m. ) . 421 rubber seat retainer for mark ii 422 third plate for head assembly ( galanized ) 423 cylinder body with brass liner for im ii with reducer cap for top and bottom. 424 gun metal spacer. 425 check valve guide mark ii 426 a ) check valve seat for mark – ii 427 b ) check valve seat for mark – iii 428 nitrile rubber “o” ring ( vlom 65 ) 429 push rod for mark – iii ( s.s ) . 430 check nut for push rod ( s.s. ) . 431 nitrile rubber cup washer for vlom 50 432 nitrile rubber sealing ring for mark – iii vlom 65 433 nitrile rubber seating big for lower valve mk ii 434 nitrile rubber seating big for lower valve m iii vlom 65 ) 435 nitrile rubber bobbin vlom 50 436 nitrile rubber “o” ring vlom 50 437 nitrile rubber cone for vlom 50 438 nitrile rubber cone for vlom 65 439 nitrile rubber centralizer 150mm for ( vlom 65 ) . 440 nitrile rubber centralizer 125mm for ( vlom 65 ) . 441 nitrile rubber centralizer 150mm for ( vlom 50 ) . 442 nitrile rubber centralizer 125mm for vlom 50 443 nitrile rubber centralizer 100mm for vlom 50 444 water tank assembly mark – iii vlom 50 445 cylinder assembly complete set for mark – iii ( vlom 50 ) 446 upper valve assembly complete set for im iii ( vlom 50 ) 447 lower valve assembly complete set for im iii ( vlom 50 ) 448 a ) upper cap cylinder mark – iii ( vlom 65 ) 449 b ) upper cap cylinder mark – iii ( vlom 50 ) 450 a ) bottom cap for mark – iii ( vlom 50 ) 451 b ) bottom cap for mark – iii ( vlom 65 ) 452 follower for im iii 453 cage for mark iii 454 s.s. hexagonal bolt m 6x25mm long. 455 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. 456 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 457 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 458 di pipe : providing and supplying isi mark centrifugally cat ( spun ) ductile iron pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to is 8329 / 2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification k 7 & k 9 suitable for push on joint ( rubber gusket d jointing ) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. rates are ex factory excluding transpotion, taxes & duties, contractor profit & overhead charges etc.based on wpi 100.3 of may 2020 ( including cost of one no. gasket for each pipe ) 459 note : ( i ) the rates are exfactory but exclusive of gst & c.p. based on wpi 100.3 of may 2020. ( ii ) price variation of di pipe will be calculated based on prevalling wpi. 460 size 461 100 mm dia 462 150 mm dia 463 200 mm dia 464 250 mm dia 465 300 mm dia 466 350 mm dia 467 400 mm dia 468 450 mm dia 469 500 mm dia 470 600 mm dia 471 700 mm dia 472 750 mm dia 473 800 mm dia 474 900 mm dia 475 1000 mm dia 476 1100 mm dia 477 1200 mm dia 478 size 479 100 mm dia 480 150 mm dia 481 200 mm dia 482 250 mm dia 483 300 mm dia 484 350 mm dia 485 400 mm dia 486 450 mm dia 487 500 mm dia 488 600 mm dia 489 700 mm dia 490 750 mm dia 491 800 mm dia 492 900 mm dia 493 1000 mm dia 494 1100 mm dia 495 1200 mm dia 496 providing and supplying of isi standard di specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation , cp extra. 497 socketed 498 100 150 mm dia 499 200 300 mm dia 500 350 450 mm dia 501 500 600 mm dia 502 700 mm dia 503 800 mm dia 504 900 mm dia 505 1000 mm dia 506 1100 mm dia 507 1200 mm dia 508 flanged 509 100 150 mm dia 510 200 300 mm dia 511 350 450 mm dia 512 500 600 mm dia 513 700 mm dia 514 800 mm dia 515 900 mm dia 516 1000 mm dia 517 1100 mm dia 518 1200 mm dia 519 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes ) . 520 hdpe pipe of materials grade pe80 pn06 ( dia in mm ) 521 25 mm dia 522 32 mm dia 523 40 mm dia 524 50 mm dia 525 63 mm dia 526 75 mm dia 527 90 mm dia 528 110 mm dia 529 125 mm dia 530 140 mm dia 531 160 mm dia 532 180 mm dia 533 200 mm dia 534 225 mm dia 535 250 mm dia 536 280 mm dia 537 315 mm dia 538 355 mm dia 539 400 mm dia 540 450 mm dia 541 500 mm dia 542 hdpe pipe of materials grade pe80 pn10 ( dia in mm ) 543 25 mm dia 544 32 mm dia 545 40 mm dia 546 50 mm dia 547 63 mm dia 548 75 mm dia 549 90 mm dia 550 110 mm dia 551 125 mm dia 552 140 mm dia 553 160 mm dia 554 180 mm dia 555 200 mm dia 556 225 mm dia 557 250 mm dia 558 280 mm dia 559 315 mm dia 560 355 mm dia 561 400 mm dia 562 450 mm dia 563 500 mm dia 564 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) 25mm to 500mm dia confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes. 565 hdpe pipe of materials grade pe100 pn06 ( dia in mm ) 566 25 mm dia 567 32 mm dia 568 40 mm dia 569 50 mm dia 570 63 mm dia 571 75 mm dia 572 90 mm dia 573 110 mm dia 574 125 mm dia 575 140 mm dia 576 160 mm dia 577 180 mm dia 578 200 mm dia 579 225 mm dia 580 250 mm dia 581 280 mm dia 582 315 mm dia 583 355 mm dia 584 400 mm dia 585 450 mm dia 586 500 mm dia 587 hdpe pipe of materials grade pe100 pn10 ( dia in mm ) 588 25 mm dia 589 32 mm dia 590 40 mm dia 591 50 mm dia 592 63 mm dia 593 75 mm dia 594 90 mm dia 595 110 mm dia 596 125 mm dia 597 140 mm dia 598 160 mm dia 599 180 mm dia 600 200 mm dia 601 225 mm dia 602 250 mm dia 603 280 mm dia 604 315 mm dia 605 355 mm dia 606 400 mm dia 607 450 mm dia 608 500 mm dia 609 rcc esr 610 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. 611 notes 612 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 613 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 614 for design having more than 6 columns, suitable bracing is obligatory. 615 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed 616 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 617 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 618 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 619 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 620 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 621 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 622 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 623 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 624 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 625 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 626 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 627 12 to 16 m staging 2% per metre 628 16 to 20 m staging 3% per metre 629 20 m and above 4% per metre 630 for 17 m staging height, percentage calculation will be like below : 631 12 to 16 m 4 x 2 = 8% 632 16 & 17 m 1 x 3% = 3% total = 11% 633 for 21 m staging height, percentage calculation will be like below : 634 12 to 16 m 4 x 2 = 8% 635 16 to 20 m 4 x 3% = 12% 636 20& 21 m 1 x 4% = 4% total = 24% 637 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 638 notes 639 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 640 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 641 rates for rcc esrs 642 upto 25, 000 litres 643 cost of 25, 000 litres capacity 644 add for capacity above 25, 000 upto 50, 000 litres 645 cost of 50, 000 litres capacity 646 add for capacity above 50, 000 upto 75, 000 litres 647 cost of 75, 000 litres capacity 648 add for capacity above 75, 000 upto 1, 00, 000 litres 649 cost of 1, 00, 000 litres capacity 650 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 651 cost of 1, 50, 000 litres capacity 652 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 653 cost of 2, 00, 000 litres capacity 654 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 655 cost of 2, 50, 000 litres capacity 656 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 657 cost of 3, 00, 000 litres capacity 658 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 659 cost of 4, 00, 000 litres capacity 660 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 661 cost of 5, 00, 000 litres capacity 662 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 663 cost of 7, 50, 000 litres capacity 664 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 665 cost of 10, 00, 000 litres capacity 666 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 667 cost of 15, 00, 000 litres capacity 668 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 669 cost of 20, 00, 000 litres capacity 670 rcc gsr and sump 671 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 672 anti –termite treatment shall be given for under ground portion of the structure. 673 notes 674 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 675 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 676 entire structure shall be in m 300 only. 677 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 678 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 679 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 680 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 681 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 682 cost of pump house is not included in these rates. 683 above rates are applicable for seismic zones 2, 3 and 4. 684 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 685 10% shall be added for sump if over head pump house is proposed. 686 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 687 rates for rcc gsrs and sumps 688 upto 25, 000 litres 689 cost of 25, 000 litres capacity 690 add for capacity above 25, 000 upto 50, 000 litres 691 cost of 50, 000 litres capacity 692 add for capacity above 50, 000 upto 75, 000 litres 693 cost of 75, 000 litres capacity 694 add for capacity above 75, 000 upto 1, 00, 000 litres 695 cost of 1, 00, 000 litres capacity 696 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 697 cost of 1, 50, 000 litres capacity 698 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 699 cost of 2, 00, 000 litres capacity 700 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 701 cost of 3, 00, 000 litres capacity 702 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 703 cost of 5, 00, 000 litres capacity 704 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 705 cost of 10, 00, 000 litres capacity 706 addforcapacityabove10, 00, 000upto15, 00, 000 litres 707 cost of 15, 00, 000 litres capacity 708 add for capacity above 15, 00, 000 litres 709 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 710 unconventional water treatment plant 711 designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. 712 aeration fountain 713 inlet arrangements 714 mixing channel with ventury flume and flow measuring arrangement 715 inlet channel 716 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 717 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 718 rapid sand gravity filters all valve shall be glandless. 719 filter house 720 chemical house 721 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 722 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 723 tcl solution tank with mixing, carrying and dosing arrangement with piping. 724 bypass arrangement 725 external and internal electrification 726 laboratory equipments 727 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 728 wash water pumps with 100% standby 729 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 730 pure water sump of capacity equal to 1 hour pumping capacity. 731 pure water pump house over the sump / by the side of sump. 732 drainage arrangements 733 alum store 734 sanitary block with necessary water supply and drainage arrangements and internal wbm roads. 735 these rates are applicable for seismic zones 2, 3 and 4. 736 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 737 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 738 unconventional treatment plants less than 1 mld capacity shall not be constructed. 739 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 740 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 741 unconventional water treatment plant 742 fixed cost for 1 mld 743 add for capacity above 1 mld upto 2 mld 744 cost of 2 mld treatment plant 745 add for capacity above 2 mld upto 3 mld 746 cost of 3 mld treatment plant 747 conventional water treatment plant 748 designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . 749 aeration fountain plan are a not less than 0.625 square metre per mld 750 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 751 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 752 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 753 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 754 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 755 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 756 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 757 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 758 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 759 chemical house in two storeys 760 ground floor to accommodate 7 days alum requirement and sundry storage. 761 first floor to accommodate alum and lime tanks. etc. 762 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 763 pure water sump and sump house. 764 capacity of sump – one hour of designed flow. 765 pump house pump house of required size over the sump or by the side. 766 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 767 vacuum feed type chlorinators make tobe approved by mjp. 768 conforming to i.s. 10533 a part ii 1983 769 rate for withdrawal 770 temperature kg. of chlorine discharge degree c per day ( cylinders ) 771 45 67 tonnes 772 10 6.35 9.50 110 773 15 10.75 16.10 130 774 20 14.50 21.24 254 775 27&above 18.70 28.12 315 776 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 777 100% standby shall be provided. 778 by pass arrangements c.i. or m.s. pipes. 779 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 780 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 781 drainage arrangements – rcc pipes up to plot boundary. 782 electrical installation – both internal and external including entire plant area. 783 laboratory equipment –as per requirement ( to be specified during tendering ) . 784 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 785 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 786 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 787 all pipes condutes channels with20%overloading 788 these rates are applicable for seismic zones 2, 3 and 4. 789 all rcc structures shall be constructed in m 300. 790 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 791 conventional water treatment plant 792 above 3 mld to upto 5 mld 793 cost of 5 mld treatment plant 794 add for capacity above 5mld upto 10 mld 795 cost of 10 mld treatment plant 796 add for capacity above 10 mld upto 20 mld 797 cost of 20 mld treatment plant 798 add for capacity above 20 mld upto 50 mld 799 cost of 50 mld treatment plant 800 add for capacity above 50 mld upto 100 mld 801 cost of 100 mld treatment plant 802 add for capacity above 100 mld 803 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 804 300 mm dia for gpt 805 400 mm dia for hygpt 806 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) 807 from 0 50 meter 808 from 51 125 meter 809 ms pipe 810 supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) 811 supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) 812 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) 813 drillig upto 30 mtr depth below g. l. in rural area 814 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 815 trenchless 816 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 817 from 900 mm to 1000 mm dia 818 in soft soil 819 in hard soil 820 in sandy soil 821 in stone soil 822 from 1000 mm to 1200 mm dia 823 in soft soil 824 in hard soil 825 in sandy soil 826 in stone soil 827 above 1200 mm to 1500 mm dia 828 in soft soil 829 in hard soil 830 in sandy soil 831 in stone soil 832 installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 833 upto 300 mm dia 834 in soft soil 835 in hard soil 836 in sandy soil 837 in stone soil 838 above300 mm to 450 mm dia 839 in soft soil 840 in hard soil 841 in sandy soil 842 in stone soil 843 above 450 mm to 600 mm dia 844 in soft soil 845 in hard soil 846 in sandy soil 847 in stone soil 848 above 600 mm to 900 mm dia 849 in soft soil 850 in hard soil 851 in sandy soil 852 in stone soil 853 installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 854 upto 300 mm dia 855 in soft soil 856 in hard soil 857 in sandy soil 858 in stone soil 859 above300 mm to 450 mm dia 860 in soft soil 861 in hard soil 862 in sandy soil 863 in stone soil 864 above 450 mm to 600 mm dia 865 in soft soil 866 in hard soil 867 in sandy soil 868 in stone soil 869 above 600 mm to 900 mm dia 870 in soft soil 871 in hard soil 872 in sandy soil 873 in stone soil 874 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) 875 without byepass arrangement pn 1 876 50 mm 877 65 mm 878 80 mm 879 100 mm 880 125 mm 881 150 mm 882 200 mm 883 250 mm 884 300 mm 885 350 mm 886 400 mm 887 450 mm 888 500 mm 889 600 mm 890 700 mm 891 750 mm 892 800 mm 893 900 mm 894 1000 mm 895 1100 mm 896 1200 mm 897 with byepass arrangement pn 1 898 50 mm 899 65 mm 900 80 mm 901 100 mm 902 125 mm 903 150 mm 904 200 mm 905 250 mm 906 300 mm 907 350 mm 908 400 mm 909 450 mm 910 500 mm 911 600 mm 912 700 mm 913 750 mm 914 800 mm 915 900 mm 916 1000 mm 917 1100 mm 918 1200 mm 919 without byepass arrangement pn 1.6 920 50 mm 921 65 mm 922 80 mm 923 100 mm 924 125 mm 925 150 mm 926 200 mm 927 250 mm 928 300 mm 929 350 mm 930 400 mm 931 450 mm 932 500 mm 933 600 mm 934 with byepass arrangement pn 1.6 935 50 mm 936 65 mm 937 80 mm 938 100 mm 939 125 mm 940 150 mm 941 200 mm 942 250 mm 943 300 mm 944 350 mm 945 400 mm 946 450 mm 947 500 mm 948 600 mm 949 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 950 with byepass arrangement pn 1 951 50 mm 952 65 mm 953 80 mm 954 100 mm 955 125 mm 956 150 mm 957 200 mm 958 250 mm 959 300 mm 960 350 mm 961 400 mm 962 450 mm 963 500 mm 964 600 mm 965 700mm 966 750 mm 967 800 mm 968 900 mm 969 1000 mm 970 1100 mm 971 1200mm 972 without byepass arrangement pn 1 973 50 mm 974 65 mm 975 80 mm 976 100 mm 977 125 mm 978 150 mm 979 200 mm 980 250 mm 981 300 mm 982 350 mm 983 400 mm 984 450 mm 985 500 mm 986 600 mm 987 700mm 988 750 mm 989 800 mm 990 900 mm 991 1000 mm 992 1100 mm 993 1200mm 994 providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 995 without byepass arrangement pn 1.6 996 50 mm 997 65 mm 998 80 mm 999 100 mm 1000 125 mm 1001 150 mm 1002 200 mm 1003 250 mm 1004 300 mm 1005 350 mm 1006 400 mm 1007 450 mm 1008 500 mm 1009 600 mm 1010 700mm 1011 750 mm 1012 800 mm 1013 900 mm 1014 1000 mm 1015 1100 mm 1016 1200mm 1017 with byepass arrangement pn 1.6 1018 50 mm 1019 65 mm 1020 80 mm 1021 100 mm 1022 125 mm 1023 150 mm 1024 200 mm 1025 250 mm 1026 300 mm 1027 350 mm 1028 400 mm 1029 450 mm 1030 500 mm 1031 600 mm 1032 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . 1033 dia 06 inch ( 150 mm ) 1034 id 153 mm od 167 mm 1035 screen thickness 07 mm 1036 slot 1.00 mm 1037 moc low carbon galvenised steel 1038 length 5 mtr. 1039 dia 08 inch ( 200 mm ) 1040 id 205 mm od 221mm 1041 screen thickness 08 mm 1042 slot 1.00 mm 1043 moc low carbon galvenised steel 1044 length 5 mtr. 1045 dia 10 inch ( 250 mm ) 1046 id 256 mm od 276mm 1047 screen thickness 10 mm 1048 slot 1.00 mm 1049 moc low carbon galvenised steel 1050 length 5 mtr. 1051 dia 12 inch ( 300 mm ) 1052 id 306 mm od 326 mm 1053 screen thickness 10 mm 1054 slot 1.00 mm 1055 moc low carbon galvenised steel 1056 length 5 mtr. 1057 dia 14 inch ( 350 mm ) 1058 id 338 mm od 363 mm 1059 screen thickness 12.5 mm 1060 slot 1.00 mm 1061 moc low carbon galvenised steel 1062 length 5 mtr. 1063 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . 1064 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . 1065 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . 1066 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . 1067 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . 1068 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . 1069 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . 1070 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1071 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1072 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1073 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . 1074 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . 1075 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . 1076 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. 1077 1078 1079 1080 1081 1082 pumps 1083 supplying 100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 1084 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 1085 1 h.p. 1086 1.5 hp 1087 2 hp 1088 2.5 hp 1089 3.0 hp 1090 4.0 hp 1091 5.0 hp 1092 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 1093 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 1094 1.5 hp 1095 2.0 hp 1096 3.0 hp 1097 4.0 hp 1098 5.0 hp 1099 6.0 hp 1100 7.5 hp 1101 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 1102 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 1103 8.0 hp 1104 9.0 hp 1105 10.0 hp 1106 11.0 hp 1107 12.5 hp 1108 15.0 hp 1109 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 1110 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 1111 17.5 hp 1112 20.0 hp 1113 25 hp 1114 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 1115 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 1116 2 ) for 150 mm dia energy efficient pumps add as below 1117 a. up to 8 stages : 3% on supply rate 1118 b. up to 12 stages : 4% on supply rate 1119 c. up to 15 stages : 5% on supply rate 1120 pressure gauge 1121 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 1122 pressure gauge ( 100 mm dia ) 1123 pressure gauge ( 150 mm dia ) 1124 vacuum / combination gauge 1125 supplying vacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 1126 vacuum / combination gauge – 100 mm dia 1127 vacuum / combination gauge – 150 mm dia 1128 lifting equipment 1129 chain pulley block 1130 supplying triple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 1131 1 tonne capacity 1132 2 tonne capacity 1133 3 tonne capacity 1134 hand operated circular or rectangular travelling crane ( single girder ) 1135 supplying single girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 1136 3 tonne capacity 1137 up to 5 m span 1138 above 5 m up to 6 m span 1139 above 6 m up to 8 m span 1140 5 tonne capacity 1141 up to 5 m span 1142 above 5 m up to 6 m span 1143 above 6 m up to 8 m span 1144 above 8 m up to 10 m span 1145 electric operated circular or rectangular travelling crane ( single girder ) 1146 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 1147 5 tonne capacity 1148 above 6 m up to 8 m span 1149 above 8 m up to 10 m span 1150 7.5 tonne capacity 1151 above 6 m upto 8 m span 1152 above 8 m up to 10 m span 1153 10 tonne capacity 1154 above 6 m up to 8 m span 1155 above 8 m up to 10 m span 1156 square bar / rail 1157 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 1158 50 x 50 mm ( en 8 ) 1159 40 x 40 mm ( en 8 ) 1160 lightening arrester, ab switch, insulators 1161 lightening arrestor 1162 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 1163 suitable for 11 kv supply, distribution class 1164 suitable for 22 kv supply, distribution class 1165 suitable for 33 kv supply, station class 1166 disc insulator 1167 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1168 suitable for 11kv line 1169 suitable for 33kv line 1170 pin insulator 1171 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1172 suitable for 11kv line 1173 suitable for 33kv line 1174 air break switch without earth switch 1175 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1176 suitable for 11kv line 1177 rocking / tilting type 1178 rotating type 1179 suitable for 33kv line 1180 rocking / tilting type 1181 rotating type 1182 air break switch with earth switch 1183 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1184 suitable for 11kv line 1185 rotating type 1186 suitable for 33kv line 1187 rotating type 1188 drop out fuse ( channel mounted ) 1189 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1190 suitable for 11 kv line 1191 suitable for 33 kv line 1192 horn gap fuse ( channel mounted ) 1193 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1194 suitable for 11 kv line 1195 suitable for 33 kv line 1196 transformer 1197 power transformer ( with off load tap changer ) any isi mark 1198 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1199 1.      oil conservator with filling hole with cap and plain oil level gauge. 1200 2.      silica gel dehydrating breather charged with silica gel. 1201 3.      oil drain valve 1202 4.      oil filter valve 1203 5.      lifting eyes / hooks 1204 6.      two earthing terminals 1205 7.      diagram and rating plate 1206 8.      air vent 1207 9.      explosion vent 1208 10.   100mm dia thermo meter with thermometer pocket 1209 11.   four bi directional plain roller. 1210 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 1211 63 kva ( no load loss 180w and load loss 1235w ) 1212 100 kva ( no load loss 260w and load loss 1760w ) 1213 160kva ( no load loss 260w and load loss 1760w ) 1214 200kva ( no load loss 500w and load loss3000w ) 1215 250kvaa ( no load loss 550w and load loss3600w ) 1216 315kva ( no load loss 580w and load loss 4200w ) 1217 400 kva ( no load loss 715w and load loss 5000w ) 1218 500 kva ( no load loss 850w and load loss 5800w ) 1219 630 kva ( no load loss 1000w and load loss 7000w ) 1220 750 kva ( no load loss 1500w and load loss 8000w ) 1221 power transformer ( with on load tap changer ) 1222 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1223 1.      oil conservator with filling hole with cap and plain oil level gauge. 1224 2.      silica gel dehydrating breather charged with silica gel. 1225 3.      oil drain valve 1226 4.      oil filter valve 1227 5.      lifting eyes / hooks 1228 6.      two earthing terminals 1229 7.      diagram and rating plate 1230 8.      air vent 1231 9.      explosion vent 1232 10.   100mm dia thermo meter with thermometer pocket 1233 11.   four bi directional plain roller. 1234 12.   buchholz relay 1235 13.   resistance temp. detector 1236 14.   marshalling box 1237 15.   automatic voltage regulator ( avr ) 1238 16.   remote tap changing controller ( rtcc ) 1239 transformer 11000 / 433 volts with on load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1240 750 kva 1241 1000 kva 1242 1250 kva 1243 1600 kva 1244 2000 kva 1245 motors 1246 foot mounted motors tefc 1500 rpm 1247 supplying foot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1248 15 kw ( 20 hp ) 1249 18.5 kw ( 25 hp ) 1250 22 kw ( 30 hp ) 1251 30 kw ( 40 hp ) 1252 37 kw ( 50 hp ) 1253 45 kw ( 60 hp ) 1254 55 kw ( 75 hp ) 1255 75 kw ( 100 hp ) 1256 90 kw ( 120 hp ) 1257 110 kw ( 150 hp ) 1258 132kw ( 180hp ) 1259 160kw ( 215 hp ) 1260 250kw ( 335 hp ) 1261 foot mounted motor tefc 1500 rpm 1262 0.75 kw ( 1hp ) 1263 1.1   kw ( 1.5 hp ) 1264 1.5 kw ( 2 hp ) 1265 2.2 kw ( 3 hp ) 1266 3.7 kw ( 5 hp ) 1267 5.5 kw ( 7.5 hp ) 1268 7.5 kw ( 10 hp ) 1269 9.3 kw ( 12.5 hp ) 1270 11 kw ( 15 hp ) 1271 aluminium cable 1272 cable 1273 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1274 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1275 3 core 2.5 sq mm 1276 3 core 4 sq mm 1277 3 core 6 sq mm 1278 3 core 10 sq mm 1279 3 core 16 sq mm 1280 3 core 25 sq mm 1281 3 core 35 sq mm 1282 3 core 50 sq mm 1283 3 core 70 sq mm 1284 3 core 95 sq mm 1285 3 core 120 sq mm 1286 3 core 150 sq mm 1287 3 core 185 sq mm 1288 3 core 240 sq mm 1289 3 core 300 sq mm 1290 3 core 400 sq mm 1291 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1292 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1293 3.5 core 25 sq mm 1294 3.5 core 35 sq mm 1295 3.5 core 50 sq mm 1296 3.5 core 70 sq mm 1297 3.5 core 95 sq mm 1298 3.5 core 120 sq mm 1299 3.5 core 150 sq mm 1300 3.5 core 185 sq mm 1301 3.5 core 240 sq mm 1302 3.5 core 300 sq mm 1303 3.5 core 400 sq mm 1304 ht aluminium three core 3.3 kve cable xlpe insulated 1305 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1306 3 core 35 sq mm 1307 3 core 50 sq mm 1308 3 core 70 sq mm 1309 3 core 95 sq mm 1310 3 core 120 sq mm 1311 3 core150sq mm 1312 3 core 185 sq mm 1313 3 core 240sq mm 1314 3 core 300 sq mm 1315 3 core 400 sq mm 1316 ht aluminium three core 6.6 kv ( ue ) / 11kv e cable xlpe insulated 1317 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1318 3 core 35 sq mm 1319 3 core 50 sq mm 1320 3 core 70 sq mm 1321 3 core 95 sq mm 1322 3 core 120 sq mm 1323 3 core150sq mm 1324 3 core 185 sq mm 1325 3 core 240sq mm 1326 3 core 300 sq mm 1327 3 core 400 sq mm 1328 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1329 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1330 3 core 35 sq mm 1331 3 core 50 sq mm 1332 3 core 70 sq mm 1333 3 core 95 sq mm 1334 3 core 120 sq mm 1335 3 core150sq mm 1336 3 core 185 sq mm 1337 3 core 240sq mm 1338 3 core 300 sq mm 1339 3 core 400 sq mm 1340 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1341 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1342 3 core 4 sq mm 1343 3 core 6 sq mm 1344 3 core 10 sq mm 1345 3 core 16 sq mm 1346 3 core 25 sq mm 1347 3 core 35 sq mm 1348 3 core 50 sq mm 1349 3 core 70 sq mm 1350 3 core 95 sq mm 1351 3 core 120 sq mm 1352 3 core 150 sq mm 1353 3 core 185 sq mm 1354 3 core 240 sq mm 1355 3 core 300 sq mm 1356 3 core 400 sq mm 1357 copper cable 1358 cable 1359 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1360 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1361 3 core 1.5 sq mm 1362 3 core 2.5 sq mm 1363 3 core 4 sq mm 1364 3 core 6 sq mm 1365 3 core 10 sq mm 1366 3 core 16 sq mm 1367 3 core 25 sq mm 1368 3 core 35 sq mm 1369 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1370 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1371 3  core 1.5 sq mm 1372 3  core 2.5 sq mm 1373 3  core 4 sq mm 1374 3  core 6 sq mm 1375 3  core 10 sq mm 1376 3  core 16 sq mm 1377 3 core 25 sq mm 1378 3 core 35 sq mm 1379 3 core 50 sq mm 1380 3 core 70 sq mm 1381 3 core 95 sq mm 1382 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1383 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1384 3.5 core 1.5 sq mm 1385 3.5 core 2.5 sq mm 1386 3.5 core 4 sq mm 1387 3.5 core 6 sq mm 1388 3.5 core 10 sq mm 1389 3.5 core 16 sq mm 1390 3.5 core 25 sq mm 1391 3.5 core 35 sq mm 1392 3.5 core 50 sq mm 1393 3 .5 core 70 sq mm 1394 3.5 core 95 sq mm 1395 3.5 core 120 sq mm 1396 3 .5 core150sq mm 1397 3.5 core 185 sq mm 1398 3.5 core 240sq mm 1399 3.5 core 300 sq mm 1400 3.5 core 400 sq mm 1401 copper conductor 3.5 core xlpe / pvc unarmoured 1402 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1403 3.5 core 25 sq mm 1404 3.5 core 35 sq mm 1405 3.5 core 50 sq mm 1406 3.5 core 70 sq mm 1407 3.5 core 95 sq mm 1408 3.5 core 120 sq mm 1409 3.5 core150sq mm 1410 3.5 core 185 sq mm 1411 3.5 core 240sq mm 1412 3.5 core 300 sq mm 1413 3.5 core 400 sq mm 1414 copper conductor three core, xlpe / pvc insulated & armoured cable . 1415 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1416 3  core 1.5 sq mm 1417 3 core 2.5 sq mm 1418 3 core 4 sq mm 1419 3 core 6 sq mm 1420 3 core 10 sq mm 1421 3 core 16 sq mm 1422 3 core 25 sq mm 1423 3 core 35 sq mm 1424 3 core 50 sq mm 1425 3 core 70 sq mm 1426 3 core 95 sq mm 1427 3 core 120 sq mm 1428 3 core 150sq mm 1429 3core 185 sq mm 1430 3 core 240 sq mm 1431 3 core 300 sq mm 1432 3 core 400 sq mm 1433 foot valve 1434 foot valve 1435 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1436 flanged type 1437 50 mm 1438 65 mm 1439 80 mm 1440 100 mm 1441 125 mm 1442 150 mm 1443 air circuit breaker 1444 acb breaking capacity 50ka thermal magnetic manual draw out type 3 pole 1445 630a 1446 800a 1447 1000a 1448 1250a 1449 1600a 1450 2000a 1451 starter 1452 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1453 7.5 h.p. 1454 10 h.p. 1455 supplying fully automatic star delta starter to operate induction motor working on 415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1456 f.a.s.d starter 1457 10.0 h.p. 1458 15 h.p. 1459 20 h.p. 1460 25 h.p. 1461 35 h.p. 1462 40 hp 1463 50 hp 1464 75 h.p. 1465 100 h.p. 1466 125 h.p. 1467 150 h.p. 1468 250 h.p. 1469 servo controlled automatic voltage stabilizer 1470 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1471 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1472 20 kva air cooled 1473 25 kva air cooled 1474 30 kva air cooled 1475 40 kva air cooled 1476 50 kva oil cooled 1477 60 kva oil cooled 1478 75 kva oil cooled 1479 100 kva oil cooled 1480 125 kva oil cooled 1481 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1482 15 kva air cooled 1483 20 kva air cooled 1484 25 kva air cooled 1485 30 kva air cooled 1486 40 kva air cooled 1487 50kva air cooled 1488 60 kva oil cooled 1489 75kva oil cooled 1490 100 kva oil cooled 1491 125 kva oil cooled 1492 150 kva oil cooled 1493 200kva oil cooled 1494 250kva oil cooled 1495 300 kva oil cooled 1496 400 kva oil cooled 1497 termination kit 1498 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1499 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1500 25 50 mm2 1501 70 120 mm2 1502 150 185 mm2 1503 240 400 mm2 1504 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1505 25 50 mm2 1506 70 120 mm2 1507 150 185 mm2 1508 240 400 mm2 1509 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1510 25 50 mm2 1511 70 120 mm2 1512 150 185 mm2 1513 240 300 mm2 1514 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1515 25 50 mm2 1516 70 120 mm2 1517 150 185 mm2 1518 240 400 mm2 1519 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1520 25 50 mm2 1521 70 120 mm2 1522 150 185 mm2 1523 240 400 mm2 1524 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1525 25 50 mm2 1526 70 120 mm2 1527 150 185 mm2 1528 240 300 mm2 1529 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1530 25 50 mm2 1531 70 120 mm2 1532 150 185 mm2 1533 240 400 mm2 1534 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1535 25 50 mm2 1536 70 120 mm2 1537 150 185 mm2 1538 240 400 mm2 1539 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1540 25 50 mm2 1541 70 95 mm2 1542 120 150 mm2 1543 185 240 mm2 1544 300 400 mm2 1545 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1546 25 50 mm2 1547 70 95 mm2 1548 120 185 mm2 1549 240 400 mm2 1550 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1551 25 50 mm2 1552 70 95 mm2 1553 120 185 mm2 1554 240 400 mm2 1555 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1556 35 70 mm2 1557 95 150 mm2 1558 185 300 mm2 1559 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

31943176 quotations through etender are invited for rate of items / materials annexed as annexure 1 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 hdpe pipes 75mm dia 3 hdpe pipes 90mm dia 4 gi pipe 50 mm dia ( tata or equivalent make ) 5 jute 6 g.m. ferrules 7 ( i ) 8 mm dia wt. not less than 400 gms 8 ( ii ) 10 mm dia wt. not less than 400 gms 9 ( iii ) 15 mm dia wt. not less than 400 gms 10 ( iv ) 20 mm dia wt. not less than 600 gms 11 ( v ) 25 mm dia wt. not less than 900 gms 12 stop cocks 13 ( i ) 15 mm brass stop cock wt. not less than 300 gms 14 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 15 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 16 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 17 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 18 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 19 ( vii ) 15 mm dia c.i. body brass working part stop cock. 20 ( viii ) 20 mm dia c.i. body brass working part stop cock. 21 ( ix ) 25 mm dia c.i. body brass working part stop cock. 22 g.m. full way valve 23 ( i ) 15 mm dia wt. not less than 300 gms without wheel 24 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 25 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 26 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 27 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 28 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 29 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 30 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 31 g.m. non return valve verticle 32 ( i ) 15 mm dia wt. not less than 150 gms 33 ( ii ) 20 mm dia wt. not less than 250 gms 34 ( iii ) 25 mm dia wt. not less than 375 gms 35 ( iv ) 32 mm dia wt. not less than 600 gms 36 ( v ) 40 mm dia wt. not less than 700 gms 37 ( vi ) 50 mm dia wt. not less than 1.0 kg 38 ( vii ) 65 mm dia wt. not less than 1.20 kg 39 ( viii ) 80 mm dia wt. not less than 1.50 kg 40 ( ix ) 100 mm dia wt. not less than 1.80 kg 41 g.m. non return valve horizontal 42 ( i ) 15 mm dia wt. not less than 150 gms 43 ( ii ) 20 mm dia wt. not less than 250 gms 44 ( iii ) 25 mm dia wt. not less than 375 gms 45 ( iv ) 32 mm dia wt. not less than 600 gms 46 ( v ) 40 mm dia wt. not less than 700 gms 47 ( vi ) 50 mm dia wt. not less than 1.0 kg 48 ( vii ) 65 mm dia wt. not less than 1.20 kg 49 ( viii ) 80 mm dia wt. not less than 1.50 kg 50 ( ix ) 100 mm dia wt. not less than 1.80 kg 51 cocks 52 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 53 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 54 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 55 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 56 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 57 ( vi ) 15 mm c.i. plug cock ordinary 58 ( vii ) 15 mm c.i. push cock ordinary 59 chromium plated brass fittings 60 ( i ) c.p. shower rose 100 mm dia 61 ( ii ) c.p. shower rose 125 mm dia 62 ( iii ) p.v.c. shower rose 150 mm dia 63 ( iv ) p.v.c shower rose 125 mm dia 64 connection pipe 65 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 66 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 67 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 68 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. 69 g.i. fittings ( conforming to i.s. 1879 ) isi marked 70 [ a ] g.i. bend 71 ( i ) 15 mm 72 ( ii ) 20 mm 73 ( iii ) 25 mm 74 ( iv ) 32 mm 75 ( v ) 40 mm 76 ( vi ) 50 mm 77 ( vii ) 65 mm 78 ( viii ) 80 mm 79 ( ix ) 100 mm 80 ( x ) 125 mm 81 ( xi ) 150 mm 82 [ b ] elbow of the following sizes 83 ( i ) 15 mm 84 ( ii ) 20 mm 85 ( iii ) 25 mm 86 ( iv ) 32 mm 87 ( v ) 40 mm 88 ( vi ) 50 mm 89 ( vii ) 65 mm 90 ( viii ) 80 mm 91 ( ix ) 100 mm 92 ( x ) 125 mm 93 ( xi ) 150 mm 94 [ c ] tee plain of the following sizes 95 ( i ) 15 mm 96 ( ii ) 20 mm 97 ( iii ) 25 mm 98 ( iv ) 32 mm 99 ( v ) 40 mm 100 ( vi ) 50 mm 101 ( vii ) 65 mm 102 ( viii ) 80 mm 103 ( ix ) 100 mm 104 ( x ) 125 mm 105 ( xi ) 150 mm 106 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 107 ( i ) 20 mm 108 ( ii ) 25 mm 109 ( iii ) 32 mm 110 ( iv ) 40 mm 111 ( v ) 50 mm 112 ( vi ) 65 mm 113 ( vii ) 80 mm 114 ( viii ) 100 mm 115 ( ix ) 125 mm 116 ( x ) 150 mm 117 [ e ] socket plain of the following size ( taking larger dimension ) 118 ( i ) 15 mm 119 ( ii ) 20 mm 120 ( iii ) 25 mm 121 ( iv ) 32 mm 122 ( v ) 40 mm 123 ( vi ) 50 mm 124 ( vii ) 65 mm 125 ( viii ) 80 mm 126 ( ix ) 100 mm 127 ( x ) 125 mm 128 ( xi ) 150 mm 129 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 130 ( i ) 20 mm 131 ( ii ) 25 mm 132 ( iii ) 32 mm 133 ( iv ) 40 mm 134 ( v ) 50 mm 135 ( vi ) 65 mm 136 ( vii ) 80 mm 137 ( viii ) 100 mm 138 ( ix ) 125 mm 139 ( x ) 150 mm 140 [ g ] union socket of the following sizes 141 ( i ) 15 mm 142 ( ii ) 20 mm 143 ( iii ) 25 mm 144 ( iv ) 32 mm 145 ( v ) 40 mm 146 ( vi ) 50 mm 147 ( vii ) 65 mm 148 ( viii ) 80 mm 149 ( ix ) 100 mm 150 ( x ) 125 mm 151 ( xi ) 150 mm 152 [ h ] plugs of the following sizes 153 ( i ) 15 mm 154 ( ii ) 20 mm 155 ( iii ) 25 mm 156 ( iv ) 32 mm 157 ( v ) 40 mm 158 ( vi ) 50 mm 159 ( vii ) 65 mm 160 ( viii ) 80 mm 161 ( ix ) 100 mm 162 ( x ) 125 mm 163 ( xi ) 150 mm 164 [ i ] jam nuts of the following sizes 165 ( i ) 15 mm 166 ( ii ) 20 mm 167 ( iii ) 25 mm 168 ( iv ) 32 mm 169 ( v ) 40 mm 170 ( vi ) 50 mm 171 ( vii ) 65 mm 172 ( viii ) 80 mm 173 ( ix ) 100 mm 174 ( x ) 125 mm 175 ( xi ) 150 mm 176 [ j ] g.i. nipple of the following sizes 177 ( i ) 15 mm dia x 100 mm long 178 ( ii ) 20 mm dia x 100 mm long 179 ( iii ) 25 mm dia x 100 mm long 180 ( iv ) 32mm dia x 100 mm long 181 ( v ) 40 mm dia x 100 mm long 182 ( vi ) 50 mm dia x 100 mm long 183 ( vii ) 65 mm dia x 100 mm long 184 ( viii ) 80 mm dia x 100 mm long 185 ( ix ) 100 mm dia x 100 mm long 186 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 187 ( i ) 15 mm dia 188 ( ii ) 20 mm dia 189 ( iii ) 25 mm dia 190 ( iv ) 32 mm dia 191 ( v ) 40 mm dia 192 ( vii ) 65 mm dia 193 mirrors 194 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror 195 ( b ) do 450 mm x 300 mm do 196 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 197 ( b ) do 450 mm x 125 mm do 198 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 199 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 200 c.p. brass soap dish medium quality with screw and hinges etc. 201 c.p. liquid soap solution holder 202 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make 203 ( a ) 580 mm long 204 ( b ) 510 mm long 205 ( c ) 450 mm long 206 ( d ) 510 mm long white glazed fiber i.w.c 207 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 208 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 209 ( a ) 12.5 liters lowdown c.i. cistern 210 ( b ) 10.0 liters capacity p.v.c. low design cistern 211 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make 212 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 213 ( c ) black / white plastic seat for e.w.c do as above. 214 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 215 ( b ) do squatting small 450 mm x 350 mm 216 ( c ) do squatting large 600 mm x 350 mm 217 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 218 ( e ) partition plate for urinal 25 x 13 size 219 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 220 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make 221 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make 222 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 223 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 224 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 225 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 226 drain board 227 ( a ) 600 mm x 450 mm ( 24 x 18 ) 228 ( b ) 525 mm x 450 mm ( 21 x 18 ) 229 h.c.i. pipes 230 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 231 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 232 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 233 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 234 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 235 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 236 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 237 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 238 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 239 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 240 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 241 ( l ) 150 mm dia single socket 3 0 with ear 242 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 243 ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) 244 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 245 ( p ) 150 mm dia single socket 2 0 with ear 246 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 247 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 248 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 249 ( t ) 150 mm dia single socket 250 h.c.i. fittings. 251 ( i ) plain bend of following size 252 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 253 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 254 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 255 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 256 ( ii ) bend with door with following size 257 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 258 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 259 ( c ) 100 mm dia do 5.5 kg 260 ( d ) 150 mm dia do 261 ( iii ) single junction with door of followings sizes. 262 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 263 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 264 ( c ) 100 mm dia do 9.50 kg 265 ( d ) 150 mm dia do 266 ( iv ) double junction with door of following sizes. 267 ( a ) 50 mm dia do 4.5 kg 268 ( b ) 80 mm dia do 7.00 kg 269 ( c ) 100 mm dia do 13.00 kg 270 ( d ) 150 mm dia do 271 ( v ) heel rest bend of following sizes 272 ( a ) 50 mm dia 273 ( b ) 80 mm dia 274 ( c ) 100 mm dia 275 ( d ) 150 mm dia 276 ( vi ) cowel of following sizes 277 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 278 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 279 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 280 ( d ) 150 mm dia do 281 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 282 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 283 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 284 ( x ) pass over 50 mm x 150 mm for 50 mm projection 285 ( xi ) do 100 mm x 150 mm for 100 mm projection 286 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 287 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 288 ( xiv ) h.c.i. offset 80 mm projection of the following size 289 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 290 ( b ) 80 mm dia do 3.50 kg 291 ( c ) 100 mm dia do 5.00 kg 292 ( d ) 150 mm dia do 293 ( xv ) h.c.i. socket of following sizes 294 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 295 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 296 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 297 ( d ) 150 mm dia ( weight without ear ) do 298 c.i. cover with frame for manhole and inspection chamber 299 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 300 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 301 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 302 c.i. bracket pair for w.h.b 303 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 304 ( b ) do for 12.5 liter cistern 305 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 306 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 307 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 308 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 309 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 310 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 311 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 312 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 313 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 314 rubber inserttion 3 mm ( 1 / 8 ) thick 315 pig lead 316 yarn 317 rubber gasket for c.i pipe of good quality 318 ( a ) 80 mm 319 ( b ) 100 mm 320 ( c ) 125 mm 321 ( d ) 150 mm 322 ( e ) 200 mm 323 ( f ) 250 mm 324 ( g ) 300 mm 325 ( h ) 350 mm 326 ( i ) 400 mm 327 ( j ) 450 mm 328 ( k ) 500 mm 329 ( l ) 600 mm 330 ( m ) 700 mm 331 ( n ) 750 mm 332 ( o ) 800 mm 333 ( p ) 900 mm 334 ( q ) 1000 mm 335 ( r ) 1200 mm 336 cotton waste 337 asbestos suta ( gland packing ) 338 solvent cement 339 hydrocloric acid ( sepecific gravity 1.20 ) 340 cp & pvc fitting 341 ( i ) 32 mm dia c.p. waste 342 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 343 ( iii ) 40 mm dia c.p. waste 344 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 345 ( v 100 mm dia steel jali 346 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 347 ( vii ) 50 mm dia pvc pipe with coupling 348 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) 349 ( i ) pillar cock ( isi ) 350 ( ii ) pillar cock ( long neck ) 351 ( iii ) bib cock ( isi ) 352 ( iv ) bib cock ( long thread ) 353 ( v ) angular stop cock 354 ( vi ) angular stop cock ( long thread ) 355 ( vii ) concealed stop cock reduce ( isi ) 356 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 357 ( ix ) long body bib cock 358 ( x ) swan neck tap with left hand operating knob 359 ( xi ) central hole basin mixer ( best quality ) 360 ( xii ) wall mixer with telephonic shower arrangement 361 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 362 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 363 ( xv ) sink mixer with swinging casted spout 364 ( xvi ) sink cock with swinging casted spout 365 ( xvii ) 4 way diverter for concealed fittings 366 ( xviii ) pressure adjustable shower with revolving joint 367 ( xix ) telephone shower with flexible pipe 368 ( xx ) flush cock with wall flange ( 25 mm ) 369 ( xxi ) towel rail 24 370 ( xxii ) towel ring 371 ( xxiii ) soap dish 372 ( xxiv ) tumbler holder 373 ( xxv ) toilet paper holder 374 ( xxvi ) glass shelf 22 375 ( xxvii ) corner glass shelf with bracket 376 ( xxviii ) flush valve complete with 32 mm size control cock & flange 377 c.i special & pvc pipes 378 1. c.i double shocketted fittings bend such as bend, tee, taper, 379 ( a ) 80 200 mm 380 ( b ) 250 700 mm 381 ( c ) 700 1000 mm 382 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 383 ( a ) 80 200 mm 384 ( b ) 250 700 mm 385 ( c ) 700 1000 mm 386 spare parts of hand pump 387 hexagonal bolt m12x1.75x40mm long common to marks ii & iii 388 hexagonal nut m12x1.75mm 389 washer m12 ( 2.5mm thick ) 390 high tensile bolt m10x1.5x40mm long. 391 nyloc nut m10x1.5mm 392 handle axle ( stainless steel ) 393 washer for handle axle ( 4mm thick ) 394 ball bearing 6204 z 395 spacer for handle. 396 chain with coupling. 397 hexagonal bolt for front cover m12x1.75mm long. 398 nitrile rubber cup washer for mark – ii & iii 399 nitrile sealing ring mark – ii 400 nitrile rubber seating big for lower valve mark ii 401 nitrile rubber seating small for upper valve mark ii. 402 hexagonal rod coupling m12x1.75x50mm long. 403 pump head assembly ( g.i. ) with front cover, bolt & third plate. 404 front cover ( g.i. ) 405 handle assembly ( g.i. ) 406 ( a ) water tank assembly for mark – ii ( g.i. ) 407 ( b ) water tank assembly for mark – iii ( vlom 65 ) 408 stand assembly ( g.i. ) normal. 409 stand assembly ( telescopic ) ( g.i ) . 410 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) 411 a ) cylinder assembly complete set for mark ii 412 b ) cylinder assembly complete set for mark iii ( vlom 65 ) 413 a ) upper valve assembly complete set for india mark ii 414 b ) upper valve assembly complete set for india mark iii ( vlom 65 ) 415 a ) lower valve assembly complete set for india mark ii 416 b ) lower valve assembly complete set for im iii 417 reducer cap for cylinder mark ii 418 a ) plunger rod ( s.s. ) for mark – ii 419 b ) plunger rod ( s.s. ) for mark – iii 420 upper valve guide ( g.m. ) . 421 rubber seat retainer for mark ii 422 third plate for head assembly ( galanized ) 423 cylinder body with brass liner for im ii with reducer cap for top and bottom. 424 gun metal spacer. 425 check valve guide mark ii 426 a ) check valve seat for mark – ii 427 b ) check valve seat for mark – iii 428 nitrile rubber “o” ring ( vlom 65 ) 429 push rod for mark – iii ( s.s ) . 430 check nut for push rod ( s.s. ) . 431 nitrile rubber cup washer for vlom 50 432 nitrile rubber sealing ring for mark – iii vlom 65 433 nitrile rubber seating big for lower valve mk ii 434 nitrile rubber seating big for lower valve m iii vlom 65 ) 435 nitrile rubber bobbin vlom 50 436 nitrile rubber “o” ring vlom 50 437 nitrile rubber cone for vlom 50 438 nitrile rubber cone for vlom 65 439 nitrile rubber centralizer 150mm for ( vlom 65 ) . 440 nitrile rubber centralizer 125mm for ( vlom 65 ) . 441 nitrile rubber centralizer 150mm for ( vlom 50 ) . 442 nitrile rubber centralizer 125mm for vlom 50 443 nitrile rubber centralizer 100mm for vlom 50 444 water tank assembly mark – iii vlom 50 445 cylinder assembly complete set for mark – iii ( vlom 50 ) 446 upper valve assembly complete set for im iii ( vlom 50 ) 447 lower valve assembly complete set for im iii ( vlom 50 ) 448 a ) upper cap cylinder mark – iii ( vlom 65 ) 449 b ) upper cap cylinder mark – iii ( vlom 50 ) 450 a ) bottom cap for mark – iii ( vlom 50 ) 451 b ) bottom cap for mark – iii ( vlom 65 ) 452 follower for im iii 453 cage for mark iii 454 s.s. hexagonal bolt m 6x25mm long. 455 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. 456 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 457 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 458 di pipe : providing and supplying isi mark centrifugally cat ( spun ) ductile iron pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to is 8329 / 2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification k 7 & k 9 suitable for push on joint ( rubber gusket d jointing ) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. rates are ex factory excluding transpotion, taxes & duties, contractor profit & overhead charges etc.based on wpi 100.3 of may 2020 ( including cost of one no. gasket for each pipe ) 459 note : ( i ) the rates are exfactory but exclusive of gst & c.p. based on wpi 100.3 of may 2020. ( ii ) price variation of di pipe will be calculated based on prevalling wpi. 460 size 461 100 mm dia 462 150 mm dia 463 200 mm dia 464 250 mm dia 465 300 mm dia 466 350 mm dia 467 400 mm dia 468 450 mm dia 469 500 mm dia 470 600 mm dia 471 700 mm dia 472 750 mm dia 473 800 mm dia 474 900 mm dia 475 1000 mm dia 476 1100 mm dia 477 1200 mm dia 478 size 479 100 mm dia 480 150 mm dia 481 200 mm dia 482 250 mm dia 483 300 mm dia 484 350 mm dia 485 400 mm dia 486 450 mm dia 487 500 mm dia 488 600 mm dia 489 700 mm dia 490 750 mm dia 491 800 mm dia 492 900 mm dia 493 1000 mm dia 494 1100 mm dia 495 1200 mm dia 496 providing and supplying of isi standard di specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation , cp extra. 497 socketed 498 100 150 mm dia 499 200 300 mm dia 500 350 450 mm dia 501 500 600 mm dia 502 700 mm dia 503 800 mm dia 504 900 mm dia 505 1000 mm dia 506 1100 mm dia 507 1200 mm dia 508 flanged 509 100 150 mm dia 510 200 300 mm dia 511 350 450 mm dia 512 500 600 mm dia 513 700 mm dia 514 800 mm dia 515 900 mm dia 516 1000 mm dia 517 1100 mm dia 518 1200 mm dia 519 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes ) . 520 hdpe pipe of materials grade pe80 pn06 ( dia in mm ) 521 25 mm dia 522 32 mm dia 523 40 mm dia 524 50 mm dia 525 63 mm dia 526 75 mm dia 527 90 mm dia 528 110 mm dia 529 125 mm dia 530 140 mm dia 531 160 mm dia 532 180 mm dia 533 200 mm dia 534 225 mm dia 535 250 mm dia 536 280 mm dia 537 315 mm dia 538 355 mm dia 539 400 mm dia 540 450 mm dia 541 500 mm dia 542 hdpe pipe of materials grade pe80 pn10 ( dia in mm ) 543 25 mm dia 544 32 mm dia 545 40 mm dia 546 50 mm dia 547 63 mm dia 548 75 mm dia 549 90 mm dia 550 110 mm dia 551 125 mm dia 552 140 mm dia 553 160 mm dia 554 180 mm dia 555 200 mm dia 556 225 mm dia 557 250 mm dia 558 280 mm dia 559 315 mm dia 560 355 mm dia 561 400 mm dia 562 450 mm dia 563 500 mm dia 564 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) 25mm to 500mm dia confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes. 565 hdpe pipe of materials grade pe100 pn06 ( dia in mm ) 566 25 mm dia 567 32 mm dia 568 40 mm dia 569 50 mm dia 570 63 mm dia 571 75 mm dia 572 90 mm dia 573 110 mm dia 574 125 mm dia 575 140 mm dia 576 160 mm dia 577 180 mm dia 578 200 mm dia 579 225 mm dia 580 250 mm dia 581 280 mm dia 582 315 mm dia 583 355 mm dia 584 400 mm dia 585 450 mm dia 586 500 mm dia 587 hdpe pipe of materials grade pe100 pn10 ( dia in mm ) 588 25 mm dia 589 32 mm dia 590 40 mm dia 591 50 mm dia 592 63 mm dia 593 75 mm dia 594 90 mm dia 595 110 mm dia 596 125 mm dia 597 140 mm dia 598 160 mm dia 599 180 mm dia 600 200 mm dia 601 225 mm dia 602 250 mm dia 603 280 mm dia 604 315 mm dia 605 355 mm dia 606 400 mm dia 607 450 mm dia 608 500 mm dia 609 rcc esr 610 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. 611 notes 612 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 613 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 614 for design having more than 6 columns, suitable bracing is obligatory. 615 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed 616 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 617 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 618 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 619 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 620 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 621 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 622 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 623 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 624 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 625 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 626 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 627 12 to 16 m staging 2% per metre 628 16 to 20 m staging 3% per metre 629 20 m and above 4% per metre 630 for 17 m staging height, percentage calculation will be like below : 631 12 to 16 m 4 x 2 = 8% 632 16 & 17 m 1 x 3% = 3% total = 11% 633 for 21 m staging height, percentage calculation will be like below : 634 12 to 16 m 4 x 2 = 8% 635 16 to 20 m 4 x 3% = 12% 636 20& 21 m 1 x 4% = 4% total = 24% 637 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 638 notes 639 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 640 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 641 rates for rcc esrs 642 upto 25, 000 litres 643 cost of 25, 000 litres capacity 644 add for capacity above 25, 000 upto 50, 000 litres 645 cost of 50, 000 litres capacity 646 add for capacity above 50, 000 upto 75, 000 litres 647 cost of 75, 000 litres capacity 648 add for capacity above 75, 000 upto 1, 00, 000 litres 649 cost of 1, 00, 000 litres capacity 650 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 651 cost of 1, 50, 000 litres capacity 652 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 653 cost of 2, 00, 000 litres capacity 654 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 655 cost of 2, 50, 000 litres capacity 656 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 657 cost of 3, 00, 000 litres capacity 658 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 659 cost of 4, 00, 000 litres capacity 660 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 661 cost of 5, 00, 000 litres capacity 662 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 663 cost of 7, 50, 000 litres capacity 664 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 665 cost of 10, 00, 000 litres capacity 666 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 667 cost of 15, 00, 000 litres capacity 668 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 669 cost of 20, 00, 000 litres capacity 670 rcc gsr and sump 671 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 672 anti –termite treatment shall be given for under ground portion of the structure. 673 notes 674 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 675 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 676 entire structure shall be in m 300 only. 677 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 678 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 679 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 680 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 681 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 682 cost of pump house is not included in these rates. 683 above rates are applicable for seismic zones 2, 3 and 4. 684 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 685 10% shall be added for sump if over head pump house is proposed. 686 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 687 rates for rcc gsrs and sumps 688 upto 25, 000 litres 689 cost of 25, 000 litres capacity 690 add for capacity above 25, 000 upto 50, 000 litres 691 cost of 50, 000 litres capacity 692 add for capacity above 50, 000 upto 75, 000 litres 693 cost of 75, 000 litres capacity 694 add for capacity above 75, 000 upto 1, 00, 000 litres 695 cost of 1, 00, 000 litres capacity 696 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 697 cost of 1, 50, 000 litres capacity 698 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 699 cost of 2, 00, 000 litres capacity 700 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 701 cost of 3, 00, 000 litres capacity 702 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 703 cost of 5, 00, 000 litres capacity 704 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 705 cost of 10, 00, 000 litres capacity 706 addforcapacityabove10, 00, 000upto15, 00, 000 litres 707 cost of 15, 00, 000 litres capacity 708 add for capacity above 15, 00, 000 litres 709 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 710 unconventional water treatment plant 711 designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. 712 aeration fountain 713 inlet arrangements 714 mixing channel with ventury flume and flow measuring arrangement 715 inlet channel 716 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 717 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 718 rapid sand gravity filters all valve shall be glandless. 719 filter house 720 chemical house 721 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 722 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 723 tcl solution tank with mixing, carrying and dosing arrangement with piping. 724 bypass arrangement 725 external and internal electrification 726 laboratory equipments 727 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 728 wash water pumps with 100% standby 729 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 730 pure water sump of capacity equal to 1 hour pumping capacity. 731 pure water pump house over the sump / by the side of sump. 732 drainage arrangements 733 alum store 734 sanitary block with necessary water supply and drainage arrangements and internal wbm roads. 735 these rates are applicable for seismic zones 2, 3 and 4. 736 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 737 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 738 unconventional treatment plants less than 1 mld capacity shall not be constructed. 739 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 740 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 741 unconventional water treatment plant 742 fixed cost for 1 mld 743 add for capacity above 1 mld upto 2 mld 744 cost of 2 mld treatment plant 745 add for capacity above 2 mld upto 3 mld 746 cost of 3 mld treatment plant 747 conventional water treatment plant 748 designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . 749 aeration fountain plan are a not less than 0.625 square metre per mld 750 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 751 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 752 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 753 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 754 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 755 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 756 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 757 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 758 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 759 chemical house in two storeys 760 ground floor to accommodate 7 days alum requirement and sundry storage. 761 first floor to accommodate alum and lime tanks. etc. 762 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 763 pure water sump and sump house. 764 capacity of sump – one hour of designed flow. 765 pump house pump house of required size over the sump or by the side. 766 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 767 vacuum feed type chlorinators make tobe approved by mjp. 768 conforming to i.s. 10533 a part ii 1983 769 rate for withdrawal 770 temperature kg. of chlorine discharge degree c per day ( cylinders ) 771 45 67 tonnes 772 10 6.35 9.50 110 773 15 10.75 16.10 130 774 20 14.50 21.24 254 775 27&above 18.70 28.12 315 776 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 777 100% standby shall be provided. 778 by pass arrangements c.i. or m.s. pipes. 779 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 780 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 781 drainage arrangements – rcc pipes up to plot boundary. 782 electrical installation – both internal and external including entire plant area. 783 laboratory equipment –as per requirement ( to be specified during tendering ) . 784 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 785 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 786 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 787 all pipes condutes channels with20%overloading 788 these rates are applicable for seismic zones 2, 3 and 4. 789 all rcc structures shall be constructed in m 300. 790 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 791 conventional water treatment plant 792 above 3 mld to upto 5 mld 793 cost of 5 mld treatment plant 794 add for capacity above 5mld upto 10 mld 795 cost of 10 mld treatment plant 796 add for capacity above 10 mld upto 20 mld 797 cost of 20 mld treatment plant 798 add for capacity above 20 mld upto 50 mld 799 cost of 50 mld treatment plant 800 add for capacity above 50 mld upto 100 mld 801 cost of 100 mld treatment plant 802 add for capacity above 100 mld 803 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 804 300 mm dia for gpt 805 400 mm dia for hygpt 806 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) 807 from 0 50 meter 808 from 51 125 meter 809 ms pipe 810 supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) 811 supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) 812 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) 813 drillig upto 30 mtr depth below g. l. in rural area 814 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 815 trenchless 816 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 817 from 900 mm to 1000 mm dia 818 in soft soil 819 in hard soil 820 in sandy soil 821 in stone soil 822 from 1000 mm to 1200 mm dia 823 in soft soil 824 in hard soil 825 in sandy soil 826 in stone soil 827 above 1200 mm to 1500 mm dia 828 in soft soil 829 in hard soil 830 in sandy soil 831 in stone soil 832 installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 833 upto 300 mm dia 834 in soft soil 835 in hard soil 836 in sandy soil 837 in stone soil 838 above300 mm to 450 mm dia 839 in soft soil 840 in hard soil 841 in sandy soil 842 in stone soil 843 above 450 mm to 600 mm dia 844 in soft soil 845 in hard soil 846 in sandy soil 847 in stone soil 848 above 600 mm to 900 mm dia 849 in soft soil 850 in hard soil 851 in sandy soil 852 in stone soil 853 installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 854 upto 300 mm dia 855 in soft soil 856 in hard soil 857 in sandy soil 858 in stone soil 859 above300 mm to 450 mm dia 860 in soft soil 861 in hard soil 862 in sandy soil 863 in stone soil 864 above 450 mm to 600 mm dia 865 in soft soil 866 in hard soil 867 in sandy soil 868 in stone soil 869 above 600 mm to 900 mm dia 870 in soft soil 871 in hard soil 872 in sandy soil 873 in stone soil 874 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) 875 without byepass arrangement pn 1 876 50 mm 877 65 mm 878 80 mm 879 100 mm 880 125 mm 881 150 mm 882 200 mm 883 250 mm 884 300 mm 885 350 mm 886 400 mm 887 450 mm 888 500 mm 889 600 mm 890 700 mm 891 750 mm 892 800 mm 893 900 mm 894 1000 mm 895 1100 mm 896 1200 mm 897 with byepass arrangement pn 1 898 50 mm 899 65 mm 900 80 mm 901 100 mm 902 125 mm 903 150 mm 904 200 mm 905 250 mm 906 300 mm 907 350 mm 908 400 mm 909 450 mm 910 500 mm 911 600 mm 912 700 mm 913 750 mm 914 800 mm 915 900 mm 916 1000 mm 917 1100 mm 918 1200 mm 919 without byepass arrangement pn 1.6 920 50 mm 921 65 mm 922 80 mm 923 100 mm 924 125 mm 925 150 mm 926 200 mm 927 250 mm 928 300 mm 929 350 mm 930 400 mm 931 450 mm 932 500 mm 933 600 mm 934 with byepass arrangement pn 1.6 935 50 mm 936 65 mm 937 80 mm 938 100 mm 939 125 mm 940 150 mm 941 200 mm 942 250 mm 943 300 mm 944 350 mm 945 400 mm 946 450 mm 947 500 mm 948 600 mm 949 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 950 with byepass arrangement pn 1 951 50 mm 952 65 mm 953 80 mm 954 100 mm 955 125 mm 956 150 mm 957 200 mm 958 250 mm 959 300 mm 960 350 mm 961 400 mm 962 450 mm 963 500 mm 964 600 mm 965 700mm 966 750 mm 967 800 mm 968 900 mm 969 1000 mm 970 1100 mm 971 1200mm 972 without byepass arrangement pn 1 973 50 mm 974 65 mm 975 80 mm 976 100 mm 977 125 mm 978 150 mm 979 200 mm 980 250 mm 981 300 mm 982 350 mm 983 400 mm 984 450 mm 985 500 mm 986 600 mm 987 700mm 988 750 mm 989 800 mm 990 900 mm 991 1000 mm 992 1100 mm 993 1200mm 994 providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 995 without byepass arrangement pn 1.6 996 50 mm 997 65 mm 998 80 mm 999 100 mm 1000 125 mm 1001 150 mm 1002 200 mm 1003 250 mm 1004 300 mm 1005 350 mm 1006 400 mm 1007 450 mm 1008 500 mm 1009 600 mm 1010 700mm 1011 750 mm 1012 800 mm 1013 900 mm 1014 1000 mm 1015 1100 mm 1016 1200mm 1017 with byepass arrangement pn 1.6 1018 50 mm 1019 65 mm 1020 80 mm 1021 100 mm 1022 125 mm 1023 150 mm 1024 200 mm 1025 250 mm 1026 300 mm 1027 350 mm 1028 400 mm 1029 450 mm 1030 500 mm 1031 600 mm 1032 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . 1033 dia 06 inch ( 150 mm ) 1034 id 153 mm od 167 mm 1035 screen thickness 07 mm 1036 slot 1.00 mm 1037 moc low carbon galvenised steel 1038 length 5 mtr. 1039 dia 08 inch ( 200 mm ) 1040 id 205 mm od 221mm 1041 screen thickness 08 mm 1042 slot 1.00 mm 1043 moc low carbon galvenised steel 1044 length 5 mtr. 1045 dia 10 inch ( 250 mm ) 1046 id 256 mm od 276mm 1047 screen thickness 10 mm 1048 slot 1.00 mm 1049 moc low carbon galvenised steel 1050 length 5 mtr. 1051 dia 12 inch ( 300 mm ) 1052 id 306 mm od 326 mm 1053 screen thickness 10 mm 1054 slot 1.00 mm 1055 moc low carbon galvenised steel 1056 length 5 mtr. 1057 dia 14 inch ( 350 mm ) 1058 id 338 mm od 363 mm 1059 screen thickness 12.5 mm 1060 slot 1.00 mm 1061 moc low carbon galvenised steel 1062 length 5 mtr. 1063 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . 1064 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . 1065 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . 1066 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . 1067 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . 1068 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . 1069 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . 1070 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1071 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1072 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1073 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . 1074 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . 1075 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . 1076 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. 1077 1078 1079 1080 1081 1082 pumps 1083 supplying 100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 1084 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 1085 1 h.p. 1086 1.5 hp 1087 2 hp 1088 2.5 hp 1089 3.0 hp 1090 4.0 hp 1091 5.0 hp 1092 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 1093 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 1094 1.5 hp 1095 2.0 hp 1096 3.0 hp 1097 4.0 hp 1098 5.0 hp 1099 6.0 hp 1100 7.5 hp 1101 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 1102 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 1103 8.0 hp 1104 9.0 hp 1105 10.0 hp 1106 11.0 hp 1107 12.5 hp 1108 15.0 hp 1109 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 1110 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 1111 17.5 hp 1112 20.0 hp 1113 25 hp 1114 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 1115 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 1116 2 ) for 150 mm dia energy efficient pumps add as below 1117 a. up to 8 stages : 3% on supply rate 1118 b. up to 12 stages : 4% on supply rate 1119 c. up to 15 stages : 5% on supply rate 1120 pressure gauge 1121 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 1122 pressure gauge ( 100 mm dia ) 1123 pressure gauge ( 150 mm dia ) 1124 vacuum / combination gauge 1125 supplying vacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 1126 vacuum / combination gauge – 100 mm dia 1127 vacuum / combination gauge – 150 mm dia 1128 lifting equipment 1129 chain pulley block 1130 supplying triple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 1131 1 tonne capacity 1132 2 tonne capacity 1133 3 tonne capacity 1134 hand operated circular or rectangular travelling crane ( single girder ) 1135 supplying single girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 1136 3 tonne capacity 1137 up to 5 m span 1138 above 5 m up to 6 m span 1139 above 6 m up to 8 m span 1140 5 tonne capacity 1141 up to 5 m span 1142 above 5 m up to 6 m span 1143 above 6 m up to 8 m span 1144 above 8 m up to 10 m span 1145 electric operated circular or rectangular travelling crane ( single girder ) 1146 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 1147 5 tonne capacity 1148 above 6 m up to 8 m span 1149 above 8 m up to 10 m span 1150 7.5 tonne capacity 1151 above 6 m upto 8 m span 1152 above 8 m up to 10 m span 1153 10 tonne capacity 1154 above 6 m up to 8 m span 1155 above 8 m up to 10 m span 1156 square bar / rail 1157 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 1158 50 x 50 mm ( en 8 ) 1159 40 x 40 mm ( en 8 ) 1160 lightening arrester, ab switch, insulators 1161 lightening arrestor 1162 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 1163 suitable for 11 kv supply, distribution class 1164 suitable for 22 kv supply, distribution class 1165 suitable for 33 kv supply, station class 1166 disc insulator 1167 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1168 suitable for 11kv line 1169 suitable for 33kv line 1170 pin insulator 1171 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1172 suitable for 11kv line 1173 suitable for 33kv line 1174 air break switch without earth switch 1175 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1176 suitable for 11kv line 1177 rocking / tilting type 1178 rotating type 1179 suitable for 33kv line 1180 rocking / tilting type 1181 rotating type 1182 air break switch with earth switch 1183 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1184 suitable for 11kv line 1185 rotating type 1186 suitable for 33kv line 1187 rotating type 1188 drop out fuse ( channel mounted ) 1189 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1190 suitable for 11 kv line 1191 suitable for 33 kv line 1192 horn gap fuse ( channel mounted ) 1193 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1194 suitable for 11 kv line 1195 suitable for 33 kv line 1196 transformer 1197 power transformer ( with off load tap changer ) any isi mark 1198 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1199 1.      oil conservator with filling hole with cap and plain oil level gauge. 1200 2.      silica gel dehydrating breather charged with silica gel. 1201 3.      oil drain valve 1202 4.      oil filter valve 1203 5.      lifting eyes / hooks 1204 6.      two earthing terminals 1205 7.      diagram and rating plate 1206 8.      air vent 1207 9.      explosion vent 1208 10.   100mm dia thermo meter with thermometer pocket 1209 11.   four bi directional plain roller. 1210 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 1211 63 kva ( no load loss 180w and load loss 1235w ) 1212 100 kva ( no load loss 260w and load loss 1760w ) 1213 160kva ( no load loss 260w and load loss 1760w ) 1214 200kva ( no load loss 500w and load loss3000w ) 1215 250kvaa ( no load loss 550w and load loss3600w ) 1216 315kva ( no load loss 580w and load loss 4200w ) 1217 400 kva ( no load loss 715w and load loss 5000w ) 1218 500 kva ( no load loss 850w and load loss 5800w ) 1219 630 kva ( no load loss 1000w and load loss 7000w ) 1220 750 kva ( no load loss 1500w and load loss 8000w ) 1221 power transformer ( with on load tap changer ) 1222 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1223 1.      oil conservator with filling hole with cap and plain oil level gauge. 1224 2.      silica gel dehydrating breather charged with silica gel. 1225 3.      oil drain valve 1226 4.      oil filter valve 1227 5.      lifting eyes / hooks 1228 6.      two earthing terminals 1229 7.      diagram and rating plate 1230 8.      air vent 1231 9.      explosion vent 1232 10.   100mm dia thermo meter with thermometer pocket 1233 11.   four bi directional plain roller. 1234 12.   buchholz relay 1235 13.   resistance temp. detector 1236 14.   marshalling box 1237 15.   automatic voltage regulator ( avr ) 1238 16.   remote tap changing controller ( rtcc ) 1239 transformer 11000 / 433 volts with on load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1240 750 kva 1241 1000 kva 1242 1250 kva 1243 1600 kva 1244 2000 kva 1245 motors 1246 foot mounted motors tefc 1500 rpm 1247 supplying foot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1248 15 kw ( 20 hp ) 1249 18.5 kw ( 25 hp ) 1250 22 kw ( 30 hp ) 1251 30 kw ( 40 hp ) 1252 37 kw ( 50 hp ) 1253 45 kw ( 60 hp ) 1254 55 kw ( 75 hp ) 1255 75 kw ( 100 hp ) 1256 90 kw ( 120 hp ) 1257 110 kw ( 150 hp ) 1258 132kw ( 180hp ) 1259 160kw ( 215 hp ) 1260 250kw ( 335 hp ) 1261 foot mounted motor tefc 1500 rpm 1262 0.75 kw ( 1hp ) 1263 1.1   kw ( 1.5 hp ) 1264 1.5 kw ( 2 hp ) 1265 2.2 kw ( 3 hp ) 1266 3.7 kw ( 5 hp ) 1267 5.5 kw ( 7.5 hp ) 1268 7.5 kw ( 10 hp ) 1269 9.3 kw ( 12.5 hp ) 1270 11 kw ( 15 hp ) 1271 aluminium cable 1272 cable 1273 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1274 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1275 3 core 2.5 sq mm 1276 3 core 4 sq mm 1277 3 core 6 sq mm 1278 3 core 10 sq mm 1279 3 core 16 sq mm 1280 3 core 25 sq mm 1281 3 core 35 sq mm 1282 3 core 50 sq mm 1283 3 core 70 sq mm 1284 3 core 95 sq mm 1285 3 core 120 sq mm 1286 3 core 150 sq mm 1287 3 core 185 sq mm 1288 3 core 240 sq mm 1289 3 core 300 sq mm 1290 3 core 400 sq mm 1291 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1292 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1293 3.5 core 25 sq mm 1294 3.5 core 35 sq mm 1295 3.5 core 50 sq mm 1296 3.5 core 70 sq mm 1297 3.5 core 95 sq mm 1298 3.5 core 120 sq mm 1299 3.5 core 150 sq mm 1300 3.5 core 185 sq mm 1301 3.5 core 240 sq mm 1302 3.5 core 300 sq mm 1303 3.5 core 400 sq mm 1304 ht aluminium three core 3.3 kve cable xlpe insulated 1305 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1306 3 core 35 sq mm 1307 3 core 50 sq mm 1308 3 core 70 sq mm 1309 3 core 95 sq mm 1310 3 core 120 sq mm 1311 3 core150sq mm 1312 3 core 185 sq mm 1313 3 core 240sq mm 1314 3 core 300 sq mm 1315 3 core 400 sq mm 1316 ht aluminium three core 6.6 kv ( ue ) / 11kv e cable xlpe insulated 1317 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1318 3 core 35 sq mm 1319 3 core 50 sq mm 1320 3 core 70 sq mm 1321 3 core 95 sq mm 1322 3 core 120 sq mm 1323 3 core150sq mm 1324 3 core 185 sq mm 1325 3 core 240sq mm 1326 3 core 300 sq mm 1327 3 core 400 sq mm 1328 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1329 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1330 3 core 35 sq mm 1331 3 core 50 sq mm 1332 3 core 70 sq mm 1333 3 core 95 sq mm 1334 3 core 120 sq mm 1335 3 core150sq mm 1336 3 core 185 sq mm 1337 3 core 240sq mm 1338 3 core 300 sq mm 1339 3 core 400 sq mm 1340 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1341 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1342 3 core 4 sq mm 1343 3 core 6 sq mm 1344 3 core 10 sq mm 1345 3 core 16 sq mm 1346 3 core 25 sq mm 1347 3 core 35 sq mm 1348 3 core 50 sq mm 1349 3 core 70 sq mm 1350 3 core 95 sq mm 1351 3 core 120 sq mm 1352 3 core 150 sq mm 1353 3 core 185 sq mm 1354 3 core 240 sq mm 1355 3 core 300 sq mm 1356 3 core 400 sq mm 1357 copper cable 1358 cable 1359 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1360 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1361 3 core 1.5 sq mm 1362 3 core 2.5 sq mm 1363 3 core 4 sq mm 1364 3 core 6 sq mm 1365 3 core 10 sq mm 1366 3 core 16 sq mm 1367 3 core 25 sq mm 1368 3 core 35 sq mm 1369 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1370 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1371 3  core 1.5 sq mm 1372 3  core 2.5 sq mm 1373 3  core 4 sq mm 1374 3  core 6 sq mm 1375 3  core 10 sq mm 1376 3  core 16 sq mm 1377 3 core 25 sq mm 1378 3 core 35 sq mm 1379 3 core 50 sq mm 1380 3 core 70 sq mm 1381 3 core 95 sq mm 1382 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1383 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1384 3.5 core 1.5 sq mm 1385 3.5 core 2.5 sq mm 1386 3.5 core 4 sq mm 1387 3.5 core 6 sq mm 1388 3.5 core 10 sq mm 1389 3.5 core 16 sq mm 1390 3.5 core 25 sq mm 1391 3.5 core 35 sq mm 1392 3.5 core 50 sq mm 1393 3 .5 core 70 sq mm 1394 3.5 core 95 sq mm 1395 3.5 core 120 sq mm 1396 3 .5 core150sq mm 1397 3.5 core 185 sq mm 1398 3.5 core 240sq mm 1399 3.5 core 300 sq mm 1400 3.5 core 400 sq mm 1401 copper conductor 3.5 core xlpe / pvc unarmoured 1402 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1403 3.5 core 25 sq mm 1404 3.5 core 35 sq mm 1405 3.5 core 50 sq mm 1406 3.5 core 70 sq mm 1407 3.5 core 95 sq mm 1408 3.5 core 120 sq mm 1409 3.5 core150sq mm 1410 3.5 core 185 sq mm 1411 3.5 core 240sq mm 1412 3.5 core 300 sq mm 1413 3.5 core 400 sq mm 1414 copper conductor three core, xlpe / pvc insulated & armoured cable . 1415 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1416 3  core 1.5 sq mm 1417 3 core 2.5 sq mm 1418 3 core 4 sq mm 1419 3 core 6 sq mm 1420 3 core 10 sq mm 1421 3 core 16 sq mm 1422 3 core 25 sq mm 1423 3 core 35 sq mm 1424 3 core 50 sq mm 1425 3 core 70 sq mm 1426 3 core 95 sq mm 1427 3 core 120 sq mm 1428 3 core 150sq mm 1429 3core 185 sq mm 1430 3 core 240 sq mm 1431 3 core 300 sq mm 1432 3 core 400 sq mm 1433 foot valve 1434 foot valve 1435 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1436 flanged type 1437 50 mm 1438 65 mm 1439 80 mm 1440 100 mm 1441 125 mm 1442 150 mm 1443 air circuit breaker 1444 acb breaking capacity 50ka thermal magnetic manual draw out type 3 pole 1445 630a 1446 800a 1447 1000a 1448 1250a 1449 1600a 1450 2000a 1451 starter 1452 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1453 7.5 h.p. 1454 10 h.p. 1455 supplying fully automatic star delta starter to operate induction motor working on 415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1456 f.a.s.d starter 1457 10.0 h.p. 1458 15 h.p. 1459 20 h.p. 1460 25 h.p. 1461 35 h.p. 1462 40 hp 1463 50 hp 1464 75 h.p. 1465 100 h.p. 1466 125 h.p. 1467 150 h.p. 1468 250 h.p. 1469 servo controlled automatic voltage stabilizer 1470 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1471 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1472 20 kva air cooled 1473 25 kva air cooled 1474 30 kva air cooled 1475 40 kva air cooled 1476 50 kva oil cooled 1477 60 kva oil cooled 1478 75 kva oil cooled 1479 100 kva oil cooled 1480 125 kva oil cooled 1481 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1482 15 kva air cooled 1483 20 kva air cooled 1484 25 kva air cooled 1485 30 kva air cooled 1486 40 kva air cooled 1487 50kva air cooled 1488 60 kva oil cooled 1489 75kva oil cooled 1490 100 kva oil cooled 1491 125 kva oil cooled 1492 150 kva oil cooled 1493 200kva oil cooled 1494 250kva oil cooled 1495 300 kva oil cooled 1496 400 kva oil cooled 1497 termination kit 1498 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1499 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1500 25 50 mm2 1501 70 120 mm2 1502 150 185 mm2 1503 240 400 mm2 1504 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1505 25 50 mm2 1506 70 120 mm2 1507 150 185 mm2 1508 240 400 mm2 1509 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1510 25 50 mm2 1511 70 120 mm2 1512 150 185 mm2 1513 240 300 mm2 1514 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1515 25 50 mm2 1516 70 120 mm2 1517 150 185 mm2 1518 240 400 mm2 1519 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1520 25 50 mm2 1521 70 120 mm2 1522 150 185 mm2 1523 240 400 mm2 1524 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1525 25 50 mm2 1526 70 120 mm2 1527 150 185 mm2 1528 240 300 mm2 1529 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1530 25 50 mm2 1531 70 120 mm2 1532 150 185 mm2 1533 240 400 mm2 1534 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1535 25 50 mm2 1536 70 120 mm2 1537 150 185 mm2 1538 240 400 mm2 1539 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1540 25 50 mm2 1541 70 95 mm2 1542 120 150 mm2 1543 185 240 mm2 1544 300 400 mm2 1545 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1546 25 50 mm2 1547 70 95 mm2 1548 120 185 mm2 1549 240 400 mm2 1550 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1551 25 50 mm2 1552 70 95 mm2 1553 120 185 mm2 1554 240 400 mm2 1555 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1556 35 70 mm2 1557 95 150 mm2 1558 185 300 mm2 1559 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

31943110 e tender are invited for rate of items / materials annexed as annexure 1 m079 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system per litre m129 hdpe pipes 75mm dia meter m130 hdpe pipes 90mm dia meter m193 gi pipe 50 mm dia ( tata or equivalent make ) m m337 jute kg m922 g.m. ferrules ( i ) 8 mm dia wt. not less than 400 gms each ( ii ) 10 mm dia wt. not less than 400 gms each ( iii ) 15 mm dia wt. not less than 400 gms each ( iv ) 20 mm dia wt. not less than 600 gms each ( v ) 25 mm dia wt. not less than 900 gms each m923 stop cocks ( i ) 15 mm brass stop cock wt. not less than 300 gms each ( ii ) 20 mm brass stop cock wt. not less than 400 gms each ( iii ) 25 mm brass stop cock wt. not less than 575 gms each ( iv ) 32 mm brass stop cock wt. not less than 850 gms each ( v ) 40 mm brass stop cock wt. not less than 1.15 kg each ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg each ( vii ) 15 mm dia c.i. body brass working part stop cock. each ( viii ) 20 mm dia c.i. body brass working part stop cock. each ( ix ) 25 mm dia c.i. body brass working part stop cock. each m924 g.m. full way valve ( i ) 15 mm dia wt. not less than 300 gms without wheel each ( ii ) 20 mm dia wt. not less than 400 gms without wheel each ( iii ) 25 mm dia wt. not less than 500 gms without wheel each ( iv ) 32 mm dia wt. not less than 700 gms without wheel each ( v ) 40 mm dia wt. not less than 1.0 kg without wheel each ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel each ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel each ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel each m925 g.m. non return valve verticle ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m926 g.m. non return valve horizontal ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m927 cocks ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms each ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms each ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms each ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms each ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms each ( vi ) 15 mm c.i. plug cock ordinary each ( vii ) 15 mm c.i. push cock ordinary each m928 chromium plated brass fittings ( i ) c.p. shower rose 100 mm dia each ( ii ) c.p. shower rose 125 mm dia each ( iii ) p.v.c. shower rose 150 mm dia each ( iv ) p.v.c shower rose 125 mm dia each m929 connection pipe ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. each ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. each ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. each ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. each m930 g.i. fittings ( conforming to i.s. 1879 ) isi marked [ a ] g.i. bend ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ b ] elbow of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ c ] tee plain of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ d ] reducing tee plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ e ] socket plain of the following size ( taking larger dimension ) ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ f ] reducing socket plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ g ] union socket of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ h ] plugs of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ i ] jam nuts of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ j ] g.i. nipple of the following sizes ( i ) 15 mm dia x 100 mm long each ( ii ) 20 mm dia x 100 mm long each ( iii ) 25 mm dia x 100 mm long each ( iv ) 32mm dia x 100 mm long each ( v ) 40 mm dia x 100 mm long each ( vi ) 50 mm dia x 100 mm long each ( vii ) 65 mm dia x 100 mm long each ( viii ) 80 mm dia x 100 mm long each ( ix ) 100 mm dia x 100 mm long each [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality ( i ) 15 mm dia meter ( ii ) 20 mm dia meter ( iii ) 25 mm dia meter ( iv ) 32 mm dia meter ( v ) 40 mm dia meter ( vii ) 65 mm dia meter m931 mirrors meter ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror each ( b ) do 450 mm x 300 mm do each m932 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail each ( b ) do 450 mm x 125 mm do each m933 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete each ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets each m934 c.p. brass soap dish medium quality with screw and hinges etc. each m935 c.p. liquid soap solution holder each m936 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make ( a ) 580 mm long each ( b ) 510 mm long each ( c ) 450 mm long each ( d ) 510 mm long white glazed fiber i.w.c each m937 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make each m938 15 litres capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket each m939 ( a ) 12.5 litres lowdown c.i. cistern each ( b ) 10.0 litres capacity p.v.c. low design cistern each m940 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make each ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make each ( c ) black / white plastic seat for e.w.c do as above. each m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size each ( b ) do squatting small 450 mm x 350 mm each ( c ) do squatting large 600 mm x 350 mm each ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make each ( e ) partition plate for urinal 25 x 13 size each ( f ) 5 litres c.i. automatic cistern with all p.v.c fittings each m942 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make each m943 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) each ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) each ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) each ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) each m944 drain board ( a ) 600 mm x 450 mm ( 24 x 18 ) each ( b ) 525 mm x 450 mm ( 21 x 18 ) each m945 h.c.i. pipes ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) each ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) each ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) each ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) each ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) each ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) each ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) each ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) each ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) each ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) each ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) each ( l ) 150 mm dia single socket 3 0 with ear each ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) each ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) each ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) each ( p ) 150 mm dia single socket 2 0 with ear each ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) each ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) each ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) each ( t ) 150 mm dia single socket each m946 h.c.i. fittings. ( i ) plain bend of following size ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) each ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) each ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) each ( ii ) bend with door with following size ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) each ( c ) 100 mm dia do 5.5 kg each ( d ) 150 mm dia do each ( iii ) single junction with door of followings sizes. ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) each ( c ) 100 mm dia do 9.50 kg each ( d ) 150 mm dia do each ( iv ) double junction with door of following sizes. ( a ) 50 mm dia do 4.5 kg each ( b ) 80 mm dia do 7.00 kg each ( c ) 100 mm dia do 13.00 kg each ( d ) 150 mm dia do each ( v ) heel rest bend of following sizes ( a ) 50 mm dia each ( b ) 80 mm dia each ( c ) 100 mm dia each ( d ) 150 mm dia each ( vi ) cowel of following sizes ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) each ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) each ( d ) 150 mm dia do each ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg each ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg each ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg each ( x ) pass over 50 mm x 150 mm for 50 mm projection each ( xi ) do 100 mm x 150 mm for 100 mm projection each ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg each ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg each ( xiv ) h.c.i. offset 80 mm projection of the following size ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg each ( b ) 80 mm dia do 3.50 kg each ( c ) 100 mm dia do 5.00 kg each ( d ) 150 mm dia do each ( xv ) h.c.i. socket of following sizes ( a ) 50 mm dia ( weight without ear ) 1.50 kg each ( b ) 80 mm dia ( weight without ear ) 3.00 kg each ( c ) 100 mm dia ( weight without ear ) 4.50 kg each ( d ) 150 mm dia ( weight without ear ) do each m947 c.i. cover with frame for manhole and inspection chamber ( a ) 600 mm x 450 mm size ( wt. 39 kg ) each ( b ) 600 mm x 450 mm size ( wt. 25 kg ) each ( c ) 500 mm x 450 mm size ( wt. 25 kg ) each m948 c.i. bracket pair for w.h.b ( a ) 550 mm x 400 mm size ( 22 x 16 ) each ( b ) do for 12.5 litre cistern each ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink each ( d ) 40 mm x 60 mm ms plate bracket for sink as above each m949 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b each ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink each ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal each ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal each m950 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each m951 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern each m952 rubber inserttion 3 mm ( 1 / 8 ) thick kg m953 pig lead kg m954 yarn kg m955 rubber gasket for c.i pipe of good quality ( a ) 80 mm each ( b ) 100 mm each ( c ) 125 mm each ( d ) 150 mm each ( e ) 200 mm each ( f ) 250 mm each ( g ) 300 mm each ( h ) 350 mm each ( i ) 400 mm each ( j ) 450 mm each ( k ) 500 mm each ( l ) 600 mm each ( m ) 700 mm each ( n ) 750 mm each ( o ) 800 mm each ( p ) 900 mm each ( q ) 1000 mm each ( r ) 1200 mm each m956 cotton waste kg m957 asbestos suta ( gland packing ) kg m958 solvent cement kg m959 hydrocloric acid ( sepecific gravity 1.20 ) litre m960 cp & pvc fitting ( i ) 32 mm dia c.p. waste each ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling each ( iii ) 40 mm dia c.p. waste each ( iv 40 mm dia pvc waste pipe 750 mm long with coupling each ( v 100 mm dia steel jali each ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) each ( vii ) 50 mm dia pvc pipe with coupling each m961 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) ( i ) pillar cock ( isi ) eech ( ii ) pillar cock ( long neck ) each ( iii ) bib cock ( isi ) each ( iv ) bib cock ( long thread ) each ( v ) angular stop cock each ( vi ) angular stop cock ( long thread ) each ( vii ) concealed stop cock reduce ( isi ) each ( viii ) concealed stop cock heavy duty extra adjustable wall flange each ( ix ) long body bib cock each ( x ) swan neck tap with left hand operating knob each ( xi ) central hole basin mixer ( best quality ) each ( xii ) wall mixer with telephonic shower arrangement each ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange each ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange each ( xv ) sink mixer with swinging casted spout each ( xvi ) sink cock with swinging casted spout each ( xvii ) 4 way diverter for concealed fittings each ( xviii ) pressure adjustable shower with revolving joint each ( xix ) telephone shower with flexible pipe each ( xx ) flush cock with wall flange ( 25 mm ) each ( xxi ) towel rail 24 each ( xxii ) towel ring each ( xxiii ) soap dish each ( xxiv ) tumbler holder each ( xxv ) toilet paper holder each ( xxvi ) glass shelf 22 each ( xxvii ) corner glass shelf with bracket each ( xxviii ) flush valve complete with 32 mm size control cock & flange each m962 c.i special & pvc pipes 1. c.i double shocketted fittings bend such as bend, tee, taper, ( a ) 80 200 mm kg ( b ) 250 700 mm kg ( c ) 700 1000 mm kg 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc ( a ) 80 200 mm kg ( b ) 250 700 mm kg ( c ) 700 1000 mm kg spare parts of hand pump m963 hexagonal bolt m12x1.75x40mm long common to marks ii & iii each m964 hexagonal nut m12x1.75mm each m965 washer m12 ( 2.5mm thick ) each m966 high tensile bolt m10x1.5x40mm long. each m967 nyloc nut m10x1.5mm each m968 handle axle ( stainless steel ) each m969 washer for handle axle ( 4mm thick ) each m970 ball bearing 6204 z each m971 spacer for handle. each m972 chain with coupling. each m973 hexagonal bolt for front cover m12x1.75mm long. each m974 nitrile rubber cup washer for mark – ii & iii each m975 nitrile sealing ring mark – ii each m976 nitrile rubber seating big for lower valve mark ii each m977 nitrile rubber seating small for upper valve mark ii. each m978 hexagonal rod coupling m12x1.75x50mm long. each m979 pump head assembly ( g.i. ) with front cover, bolt & third plate. each m980 front cover ( g.i. ) each m981 handle assembly ( g.i. ) each m982 ( a ) water tank assembly for mark – ii ( g.i. ) each ( b ) water tank assembly for mark – iii ( vlom 65 ) each m983 stand assembly ( g.i. ) normal. each m984 stand assembly ( telescopic ) ( g.i ) . each m985 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) each m986 a ) cylinder assembly complete set for mark ii each b ) cylinder assembly complete set for mark iii ( vlom 65 ) each m987 a ) upper valve assembly complete set for india mark ii each b ) upper valve assembly complete set for india mark iii ( vlom 65 ) each m988 a ) lower valve assembly complete set for india mark ii each b ) lower valve assembly complete set for im iii each m989 reducer cap for cylinder mark ii each m990 a ) plunger rod ( s.s. ) for mark – ii each b ) plunger rod ( s.s. ) for mark – iii each m991 upper valve guide ( g.m. ) . each m992 rubber seat retainer for mark ii each m993 third plate for head assembly ( galanized ) each m994 cylinder body with brass liner for im ii with reducer cap for top and bottom. each m995 gun metal spacer. each m996 check valve guide mark ii each m997 a ) check valve seat for mark – ii each b ) check valve seat for mark – iii each m998 nitrile rubber “o” ring ( vlom 65 ) each m999 push rod for mark – iii ( s.s ) . each m1000 check nut for push rod ( s.s. ) . each m1001 nitrile rubber cup washer for vlom 50 each m1002 nitrile rubber sealing ring for mark – iii vlom 65 each m1003 nitrile rubber seating big for lower valve mk ii each m1004 nitrile rubber seating big for lower valve m iii vlom 65 ) each m1005 nitrile rubber bobbin vlom 50 each m1006 nitrile rubber “o” ring vlom 50 each m1007 nitrile rubber cone for vlom 50 each m1008 nitrile rubber cone for vlom 65 each m1009 nitrile rubber centralizer 150mm for ( vlom 65 ) . each m1010 nitrile rubber centralizer 125mm for ( vlom 65 ) . each m1011 nitrile rubber centralizer 150mm for ( vlom 50 ) . each m1012 nitrile rubber centralizer 125mm for vlom 50 each m1013 nitrile rubber centralizer 100mm for vlom 50 each m1014 water tank assembly mark – iii vlom 50 each m1015 cylinder assembly complete set for mark – iii ( vlom 50 ) each m1016 upper valve assembly complete set for im iii ( vlom 50 ) each m1017 lower valve assembly complete set for im iii ( vlom 50 ) each m1018 a ) upper cap cylinder mark – iii ( vlom 65 ) each b ) upper cap cylinder mark – iii ( vlom 50 ) each m1019 a ) bottom cap for mark – iii ( vlom 50 ) each b ) bottom cap for mark – iii ( vlom 65 ) each m1020 follower for im iii each m1021 cage for mark iii each m1022 s.s. hexagonal bolt m 6x25mm long. each m1023 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. each m1024 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 meter m1025 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 meter m1026 di pipe : providing and supplying isi mark centrifugally cat ( spun ) ductile iron pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to is 8329 / 2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification k 7 & k 9 suitable for push on joint ( rubber gusket d jointing ) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. rates are ex factory excluding transpotion, taxes & duties, contractor profit & overhead charges etc.based on wpi 100.3 of may 2020 ( including cost of one no. gasket for each pipe ) note : ( i ) the rates are exfactory but exclusive of gst & c.p. based on wpi 100.3 of may 2020. ( ii ) price variation of di pipe will be calculated based on prevalling wpi. size 100 mm dia meter 150 mm dia meter 200 mm dia meter 250 mm dia meter 300 mm dia meter 350 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter 600 mm dia meter 700 mm dia meter 750 mm dia meter 800 mm dia meter 900 mm dia meter 1000 mm dia meter 1100 mm dia meter 1200 mm dia meter size 100 mm dia meter 150 mm dia meter 200 mm dia meter 250 mm dia meter 300 mm dia meter 350 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter 600 mm dia meter 700 mm dia meter 750 mm dia meter 800 mm dia meter 900 mm dia meter 1000 mm dia meter 1100 mm dia meter 1200 mm dia meter m1027 providing and supplying of isi standard di specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation , cp extra. socketed 100 150 mm dia kg 200 300 mm dia kg 350 450 mm dia kg 500 600 mm dia kg 700 mm dia kg 800 mm dia kg 900 mm dia kg 1000 mm dia kg 1100 mm dia kg 1200 mm dia kg flanged 100 150 mm dia kg 200 300 mm dia kg 350 450 mm dia kg 500 600 mm dia kg 700 mm dia kg 800 mm dia kg 900 mm dia kg 1000 mm dia kg 1100 mm dia kg 1200 mm dia kg m1028 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes ) . hdpe pipe of materials grade pe80 pn06 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter hdpe pipe of materials grade pe80 pn10 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter m1029 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) 25mm to 500mm dia confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes. hdpe pipe of materials grade pe100 pn06 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter hdpe pipe of materials grade pe100 pn10 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter m1030 rcc esr designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. notes the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. for design having more than 6 columns, suitable bracing is obligatory. plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 12 to 16 m staging 2% per metre 16 to 20 m staging 3% per metre 20 m and above 4% per metre for 17 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 & 17 m 1 x 3% = 3% total = 11% for 21 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 to 20 m 4 x 3% = 12% 20& 21 m 1 x 4% = 4% total = 24% following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . notes conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. rates for rcc esrs upto 25, 000 litres litre cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres litre cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres litre cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres litre cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres litre cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres litre cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 2, 50, 000 litres litre cost of 2, 50, 000 litres capacity job add for capacity above 2, 50, 000 upto 3, 00, 000 litres litre cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 4, 00, 000 litres litre cost of 4, 00, 000 litres capacity job add for capacity above 4, 00, 000 upto 5, 00, 000 litres litre cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 7, 50, 000 litres litre cost of 7, 50, 000 litres capacity job add for capacity above 7, 50, 000 upto 10, 00, 000 litres litre cost of 10, 00, 000 litres capacity job add for capacity above 10, 00, 000 upto 15, 00, 000 litres litre cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 upto 20, 00, 000 litres litre cost of 20, 00, 000 litres capacity job m1031 rcc gsr and sump designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. anti –termite treatment shall be given for under ground portion of the structure. notes the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. entire structure shall be in m 300 only. the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. cost of pump house is not included in these rates. above rates are applicable for seismic zones 2, 3 and 4. 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 10% shall be added for sump if over head pump house is proposed. note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. rates for rcc gsrs and sumps upto 25, 000 litres litre cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres litre cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres litre cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres litre cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres litre cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres litre cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 3, 00, 000 litres litre cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 5, 00, 000 litres litre cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 10, 00, 000 litres litre cost of 10, 00, 000 litres capacity job addforcapacityabove10, 00, 000upto15, 00, 000 litres litre cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 litres litre note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. m1032 unconventional water treatment plant designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. aeration fountain inlet arrangements mixing channel with ventury flume and flow measuring arrangement inlet channel flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance rapid sand gravity filters all valve shall be glandless. filter house chemical house alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. tcl solution tank with mixing, carrying and dosing arrangement with piping. bypass arrangement external and internal electrification laboratory equipments wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. wash water pumps with 100% standby air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. pure water sump of capacity equal to 1 hour pumping capacity. pure water pump house over the sump / by the side of sump. drainage arrangements alum store sanitary block with necessary water supply and drainage arrangements and internal wbm roads. these rates are applicable for seismic zones 2, 3 and 4. rates given below are inclusive of uplift pressure if any and dewatering during the entire work. all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. unconventional treatment plants less than 1 mld capacity shall not be constructed. all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. unconventional water treatment plant fixed cost for 1 mld p.job add for capacity above 1 mld upto 2 mld p.mld cost of 2 mld treatment plant p.job add for capacity above 2 mld upto 3 mld p.mld cost of 3 mld treatment plant p.job m1033 conventional water treatment plant designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . aeration fountain plan are a not less than 0.625 square metre per mld ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. wash water pumps capacity to fill water tank in 1 hour with 100% standby. air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . chemical house in two storeys ground floor to accommodate 7 days alum requirement and sundry storage. first floor to accommodate alum and lime tanks. etc. solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. pure water sump and sump house. capacity of sump – one hour of designed flow. pump house pump house of required size over the sump or by the side. store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. vacuum feed type chlorinators make tobe approved by mjp. conforming to i.s. 10533 a part ii 1983 rate for withdrawal temperature kg. of chlorine discharge degree c per day ( cylinders ) 45 67 tonnes 10 6.35 9.50 110 15 10.75 16.10 130 20 14.50 21.24 254 27&above 18.70 28.12 315 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 100% standby shall be provided. by pass arrangements c.i. or m.s. pipes. disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete drainage arrangements – rcc pipes up to plot boundary. electrical installation – both internal and external including entire plant area. laboratory equipment –as per requirement ( to be specified during tendering ) . sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. rates given below are inclusive of up lift pressure if any and dewatering during entire work. all pipes condutes channels with20%overloading these rates are applicable for seismic zones 2, 3 and 4. all rcc structures shall be constructed in m 300. note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . conventional water treatment plant above 3 mld to upto 5 mld p.mld cost of 5 mld treatment plant p.job add for capacity above 5mld upto 10 mld p.mld cost of 10 mld treatment plant p.job add for capacity above 10 mld upto 20 mld p.mld cost of 20 mld treatment plant p.job add for capacity above 20 mld upto 50 mld p.mld cost of 50 mld treatment plant p.job add for capacity above 50 mld upto 100 mld p.mld cost of 100 mld treatment plant p.job add for capacity above 100 mld p.mld m1034 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 300 mm dia for gpt meter 400 mm dia for hygpt meter m1035 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) from 0 50 meter meter from 51 125 meter meter m1036 ms pipe supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) meter supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) item m1037 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) drillig upto 30 mtr depth below g. l. in rural area meter drilling beyond 31 mtr upto 60 mtr below g. l. in rural area meter m1038 trenchless installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) from 900 mm to 1000 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter from 1000 mm to 1200 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 1200 mm to 1500 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above300 mm to 450 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 450 mm to 600 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 600 mm to 900 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above300 mm to 450 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 450 mm to 600 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 600 mm to 900 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter m1039 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each m1040 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . dia 06 inch ( 150 mm ) meter id 153 mm od 167 mm screen thickness 07 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 08 inch ( 200 mm ) meter id 205 mm od 221mm screen thickness 08 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 10 inch ( 250 mm ) meter id 256 mm od 276mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 12 inch ( 300 mm ) meter id 306 mm od 326 mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 14 inch ( 350 mm ) meter id 338 mm od 363 mm screen thickness 12.5 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. m1041 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . meter m1042 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . m1043 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . each m1044 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . each m1045 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . each m1046 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . meter m1047 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . m1048 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . meter m1049 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . m1050 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . meter m1051 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . m1052 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . each m1053 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . each m1054 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. packaged lamella clarified type wtp with mgf capacity in mld 0.2 0.3 0.4 0.5 0.6 m1055 pumps supplying 100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 1 h.p. each 1.5 hp each 2 hp each 2.5 hp each 3.0 hp each 4.0 hp each 5.0 hp each supply rate should be increased by rs 200 / per stage for pump with more than 20 stages submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 1.5 hp each 2.0 hp each 3.0 hp each 4.0 hp each 5.0 hp each 6.0 hp each 7.5 hp each supply rate should be increased by rs 600 / per stage for pump with more than 8 stages submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 8.0 hp each 9.0 hp each 10.0 hp each 11.0 hp each 12.5 hp each 15.0 hp each supply rate should be increased by rs 600 / per stage for pump with more than 12 stages submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 17.5 hp each 20.0 hp each 25 hp each 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 2 ) for 150 mm dia energy efficient pumps add as below a. up to 8 stages : 3% on supply rate b. up to 12 stages : 4% on supply rate c. up to 15 stages : 5% on supply rate m1056 pressure gauge providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint pressure gauge ( 100 mm dia ) each pressure gauge ( 150 mm dia ) each vacuum / combination gauge supplying vacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. vacuum / combination gauge – 100 mm dia each vacuum / combination gauge – 150 mm dia each m1057 lifting equipment chain pulley block supplying triple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 1 tonne capacity each 2 tonne capacity each 3 tonne capacity each hand operated circular or rectangular travelling crane ( single girder ) supplying single girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 3 tonne capacity up to 5 m span each above 5 m up to 6 m span each above 6 m up to 8 m span each 5 tonne capacity up to 5 m span each above 5 m up to 6 m span each above 6 m up to 8 m span each above 8 m up to 10 m span each electric operated circular or rectangular travelling crane ( single girder ) supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 5 tonne capacity above 6 m up to 8 m span each above 8 m up to 10 m span each 7.5 tonne capacity above 6 m upto 8 m span each above 8 m up to 10 m span each 10 tonne capacity above 6 m up to 8 m span each above 8 m up to 10 m span each square bar / rail providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 50 x 50 mm ( en 8 ) meter 40 x 40 mm ( en 8 ) meter m1058 lightening arrester, ab switch, insulators lightening arrestor supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. suitable for 11 kv supply, distribution class set suitable for 22 kv supply, distribution class set suitable for 33 kv supply, station class set disc insulator supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm suitable for 11kv line each suitable for 33kv line each pin insulator supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm suitable for 11kv line each suitable for 33kv line each air break switch without earth switch supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps suitable for 11kv line rocking / tilting type set rotating type set suitable for 33kv line rocking / tilting type set rotating type set air break switch with earth switch supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps suitable for 11kv line rotating type set suitable for 33kv line rotating type set drop out fuse ( channel mounted ) supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units suitable for 11 kv line set suitable for 33 kv line set horn gap fuse ( channel mounted ) supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units suitable for 11 kv line set suitable for 33 kv line set m1059 transformer power transformer ( with off load tap changer ) any isi mark supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1.      oil conservator with filling hole with cap and plain oil level gauge. 2.      silica gel dehydrating breather charged with silica gel. 3.      oil drain valve 4.      oil filter valve 5.      lifting eyes / hooks 6.      two earthing terminals 7.      diagram and rating plate 8.      air vent 9.      explosion vent 10.   100mm dia thermo meter with thermometer pocket 11.   four bi directional plain roller. power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 63 kva ( no load loss 180w and load loss 1235w ) each 100 kva ( no load loss 260w and load loss 1760w ) each 160kva ( no load loss 260w and load loss 1760w ) each 200kva ( no load loss 500w and load loss3000w ) each 250kvaa ( no load loss 550w and load loss3600w ) each 315kva ( no load loss 580w and load loss 4200w ) each 400 kva ( no load loss 715w and load loss 5000w ) each 500 kva ( no load loss 850w and load loss 5800w ) each 630 kva ( no load loss 1000w and load loss 7000w ) each 750 kva ( no load loss 1500w and load loss 8000w ) each power transformer ( with on load tap changer ) supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1.      oil conservator with filling hole with cap and plain oil level gauge. 2.      silica gel dehydrating breather charged with silica gel. 3.      oil drain valve 4.      oil filter valve 5.      lifting eyes / hooks 6.      two earthing terminals 7.      diagram and rating plate 8.      air vent 9.      explosion vent 10.   100mm dia thermo meter with thermometer pocket 11.   four bi directional plain roller. 12.   buchholz relay 13.   resistance temp. detector 14.   marshalling box 15.   automatic voltage regulator ( avr ) 16.   remote tap changing controller ( rtcc ) transformer 11000 / 433 volts with on load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 750 kva each 1000 kva each 1250 kva each 1600 kva each 2000 kva each m1060 motors foot mounted motors tefc 1500 rpm supplying foot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 15 kw ( 20 hp ) each 18.5 kw ( 25 hp ) each 22 kw ( 30 hp ) each 30 kw ( 40 hp ) each 37 kw ( 50 hp ) each 45 kw ( 60 hp ) each 55 kw ( 75 hp ) each 75 kw ( 100 hp ) each 90 kw ( 120 hp ) each 110 kw ( 150 hp ) each 132kw ( 180hp ) each 160kw ( 215 hp ) each 250kw ( 335 hp ) each foot mounted motor tefc 1500 rpm 0.75 kw ( 1hp ) each 1.1   kw ( 1.5 hp ) each 1.5 kw ( 2 hp ) each 2.2 kw ( 3 hp ) each 3.7 kw ( 5 hp ) each 5.5 kw ( 7.5 hp ) each 7.5 kw ( 10 hp ) each 9.3 kw ( 12.5 hp ) each 11 kw ( 15 hp ) each m1061 aluminium cable cable aluminium conductor three core, xlpe / pvc insulated & armoured cable . supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3 core 2.5 sq mm meter 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core 150 sq mm meter 3 core 185 sq mm meter 3 core 240 sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3.5 core 25 sq mm meter 3.5 core 35 sq mm meter 3.5 core 50 sq mm meter 3.5 core 70 sq mm meter 3.5 core 95 sq mm meter 3.5 core 120 sq mm meter 3.5 core 150 sq mm meter 3.5 core 185 sq mm meter 3.5 core 240 sq mm meter 3.5 core 300 sq mm meter 3.5 core 400 sq mm meter ht aluminium three core 3.3 kve cable xlpe insulated meter supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core150sq mm meter 3 core 185 sq mm meter 3 core 240sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter ht aluminium three core 6.6 kv ( ue ) / 11kv e cable xlpe insulated supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core150sq mm meter 3 core 185 sq mm meter 3 core 240sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter ht aluminium three core 11kv ( ue ) cable xlpe insulated supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core150sq mm meter 3 core 185 sq mm meter 3 core 240sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core 150 sq mm meter 3 core 185 sq mm meter 3 core 240 sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter m1062 copper cable meter cable meter 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . meter supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . meter 3 core 1.5 sq mm meter 3 core 2.5 sq mm meter 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter copper conductor three core, xlpe / pvc insulated & unarmoured cable . supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3  core 1.5 sq mm meter 3  core 2.5 sq mm meter 3  core 4 sq mm meter 3  core 6 sq mm meter 3  core 10 sq mm meter 3  core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3.5 core 1.5 sq mm meter 3.5 core 2.5 sq mm meter 3.5 core 4 sq mm meter 3.5 core 6 sq mm meter 3.5 core 10 sq mm meter 3.5 core 16 sq mm meter 3.5 core 25 sq mm meter 3.5 core 35 sq mm meter 3.5 core 50 sq mm meter 3 .5 core 70 sq mm meter 3.5 core 95 sq mm meter 3.5 core 120 sq mm meter 3 .5 core150sq mm meter 3.5 core 185 sq mm meter 3.5 core 240sq mm meter 3.5 core 300 sq mm meter 3.5 core 400 sq mm meter copper conductor 3.5 core xlpe / pvc unarmoured supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3.5 core 25 sq mm meter 3.5 core 35 sq mm meter 3.5 core 50 sq mm meter 3.5 core 70 sq mm meter 3.5 core 95 sq mm meter 3.5 core 120 sq mm meter 3.5 core150sq mm meter 3.5 core 185 sq mm meter 3.5 core 240sq mm meter 3.5 core 300 sq mm meter 3.5 core 400 sq mm meter copper conductor three core, xlpe / pvc insulated & armoured cable . meter supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. meter 3  core 1.5 sq mm meter 3 core 2.5 sq mm meter 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core 150sq mm meter 3core 185 sq mm meter 3 core 240 sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter m1063 foot valve foot valve supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. flanged type 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each m1064 air circuit breaker acb breaking capacity 50ka thermal magnetic manual draw out type 3 pole 630a each 800a each 1000a each 1250a each 1600a each 2000a each m1065 starter d.o.l. starter with ss enclosure with 380 / 415 volt coil 7.5 h.p. each 10 h.p. each supplying fully automatic star delta starter to operate induction motor working on 415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser f.a.s.d starter 10.0 h.p. each 15 h.p. each 20 h.p. each 25 h.p. each 35 h.p. each 40 hp each 50 hp each 75 h.p. each 100 h.p. each 125 h.p. each 150 h.p. each 250 h.p. each m1066 servo controlled automatic voltage stabilizer providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 20 kva air cooled 25 kva air cooled 30 kva air cooled 40 kva air cooled 50 kva oil cooled 60 kva oil cooled 75 kva oil cooled 100 kva oil cooled 125 kva oil cooled servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 15 kva air cooled each 20 kva air cooled each 25 kva air cooled each 30 kva air cooled each 40 kva air cooled each 50kva air cooled each 60 kva oil cooled each 75kva oil cooled each 100 kva oil cooled each 125 kva oil cooled each 150 kva oil cooled each 200kva oil cooled each 250kva oil cooled each 300 kva oil cooled each 400 kva oil cooled each m1067 termination kit providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 300 mm2 each in door termination kit for 11kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each out door termination kit for 11kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each straight through joint for 11 kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 300 mm2 each in door termination kit for 22kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each out door termination kit for 22kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each straight through joint for 22 kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 95 mm2 each 120 150 mm2 each 185 240 mm2 each 300 400 mm2 each in door termination kit for 33kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 95 mm2 each 120 185 mm2 each 240 400 mm2 each out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 95 mm2 each 120 185 mm2 each 240 400 mm2 each straight through joint for 33 kv ( e ) xlpe screened 3 core cable 35 70 mm2 each 95 150 mm2 each 185 300 mm2 each 400 mm2 each...

Drinking Water And Sanitation Department - Jharkhand

31924704 e quotation for rate of materials for schedule rate jharkhand under d w and s division, gumla. , polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) , gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) , jute ( m337 ) , g.m. ferrules ( m922 ) , ( i ) 8 mm dia wt. not less than 400 gms , ( ii ) 10 mm dia wt. not less than 400 gms , ( iii ) 15 mm dia wt. not less than 400 gms , ( iv ) 20 mm dia wt. not less than 600 gms , ( v ) 25 mm dia wt. not less than 900 gms , stop cocks ( m923 ) , ( i ) 15 mm brass stop cock wt. not less than 300 gms , ( ii ) 20 mm brass stop cock wt. not less than 400 gms , ( iii ) 25 mm brass stop cock wt. not less than 575 gms , ( iv ) 32 mm brass stop cock wt. not less than 850 gms , ( v ) 40 mm brass stop cock wt. not less than 1.15 kg , ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg , ( vii ) 15 mm dia c.i. body brass working part stop cock. , ( viii ) 20 mm dia c.i. body brass working part stop cock. , ( ix ) 25 mm dia c.i. body brass working part stop cock. , g.m. full way valve ( m924 ) , ( i ) 15 mm dia wt. not less than 300 gms without wheel , ( ii ) 20 mm dia wt. not less than 400 gms without wheel , ( iii ) 25 mm dia wt. not less than 500 gms without wheel , ( iv ) 32 mm dia wt. not less than 700 gms without wheel , ( v ) 40 mm dia wt. not less than 1.0 kg without wheel , ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel , ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel , ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle ( m925 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal ( m926 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , cocks ( m927 ) , ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms , ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms , ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms , ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , ( vi ) 15 mm c.i. plug cock ordinary , ( vii ) 15 mm c.i. push cock ordinary , chromium plated brass fittings ( m928 ) , ( i ) c.p. shower rose 100 mm dia , ( ii ) c.p. shower rose 125 mm dia , ( iii ) p.v.c. shower rose 150 mm dia , ( iv ) p.v.c shower rose 125 mm dia , connection pipe ( m929 ) , ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) , [ a ] g.i. bend , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ b ] elbow of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ c ] tee plain of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ d ] reducing tee plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ e ] socket plain of the following size ( taking larger dimension ) , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ f ] reducing socket plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ g ] union socket of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ h ] plugs of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ i ] jam nuts of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ j ] g.i. nipple of the following sizes , ( i ) 15 mm dia x 100 mm long , ( ii ) 20 mm dia x 100 mm long , ( iii ) 25 mm dia x 100 mm long , ( iv ) 32mm dia x 100 mm long , ( v ) 40 mm dia x 100 mm long , ( vi ) 50 mm dia x 100 mm long , ( vii ) 65 mm dia x 100 mm long , ( viii ) 80 mm dia x 100 mm long , ( ix ) 100 mm dia x 100 mm long , [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality , ( i ) 15 mm dia , ( ii ) 20 mm dia , ( iii ) 25 mm dia , ( iv ) 32 mm dia , ( v ) 40 mm dia , ( vii ) 65 mm dia , mirrors ( m931 ) , ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , ( b ) do 450 mm x 300 mm do , ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) , ( b ) do 450 mm x 125 mm do , ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) , ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) , c.p. liquid soap solution holder ( m935 ) , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) , ( a ) 580 mm long , ( b ) 510 mm long , ( c ) 450 mm long , ( d ) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) , ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) , ( b ) 10.0 liters capacity p.v.c. low design cistern , ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) , ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , ( c ) black / white plastic seat for e.w.c do as above. , ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) , ( b ) do squatting small 450 mm x 350 mm , ( c ) do squatting large 600 mm x 350 mm , ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make , ( e ) partition plate for urinal 25 x 13 size , ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) , ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) , ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) , ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) , ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) , drain board. ( m944 ) , ( a ) 600 mm x 450 mm ( 24 x 18 ) , ( b ) 525 mm x 450 mm ( 21 x 18 ) , h.c.i. pipes ( m945 ) , ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) , ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) , ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) , ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) , ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) , ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) , ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) , ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) , ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) , ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) , ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) , ( l ) 150 mm dia single socket 3 0 with ear , ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) , ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) , ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) , ( p ) 150 mm dia single socket 2 0 with ear , ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) , ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) , ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) , ( t ) 150 mm dia single socket , h.c.i. fittings. ( m946 ) , ( i ) plain bend of following size , ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) , ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) , ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) , ( ii ) bend with door with following size , ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) , ( c ) 100 mm dia do 5.5 kg , ( d ) 150 mm dia do , ( iii ) single junction with door of followings sizes. , ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) , ( c ) 100 mm dia do 9.50 kg , ( d ) 150 mm dia do , ( iv ) double junction with door of following sizes. , ( a ) 50 mm dia do 4.5 kg , ( b ) 80 mm dia do 7.00 kg , ( c ) 100 mm dia do 13.00 kg , ( d ) 150 mm dia do , ( v ) heel rest bend of following sizes , ( a ) 50 mm dia , ( b ) 80 mm dia , ( c ) 100 mm dia , ( d ) 150 mm dia , ( vi ) cowel of following sizes , ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) , ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) , ( d ) 150 mm dia do , ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg , ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg , ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg , ( x ) pass over 50 mm x 150 mm for 50 mm projection , ( xi ) do 100 mm x 150 mm for 100 mm projection , ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg , ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg , ( xiv ) h.c.i. offset 80 mm projection of the following size , ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg , ( b ) 80 mm dia do 3.50 kg , ( c ) 100 mm dia do 5.00 kg , ( d ) 150 mm dia do , ( xv ) h.c.i. socket of following sizes , ( a ) 50 mm dia ( weight without ear ) 1.50 kg , ( b ) 80 mm dia ( weight without ear ) 3.00 kg , ( c ) 100 mm dia ( weight without ear ) 4.50 kg , ( d ) 150 mm dia ( weight without ear ) do , c.i. cover with frame for manhole and inspection chamber. ( m947 ) , ( a ) 600 mm x 450 mm size ( wt. 39 kg ) , ( b ) 600 mm x 450 mm size ( wt. 25 kg ) , ( c ) 500 mm x 450 mm size ( wt. 25 kg ) , c.i. bracket pair for w.h.b. ( m948 ) , ( a ) 550 mm x 400 mm size ( 22 x 16 ) , ( b ) do for 12.5 liter cistern , ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink , ( d ) 40 mm x 60 mm ms plate bracket for sink as above , ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) , ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink , ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal , ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal , ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) , ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b , 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) , rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) , pig lead ( m953 ) , yarn ( m954 ) , rubber gasket for c.i pipe of good quality ( m955 ) , ( a ) 80 mm , ( b ) 100 mm , ( c ) 125 mm , ( d ) 150 mm , ( e ) 200 mm , ( f ) 250 mm , ( g ) 300 mm , ( h ) 350 mm , ( i ) 400 mm , ( j ) 450 mm , ( k ) 500 mm , ( l ) 600 mm , ( m ) 700 mm , ( n ) 750 mm , ( o ) 800 mm , ( p ) 900 mm , ( q ) 1000 mm , ( r ) 1200 mm , cotton waste ( m956 ) , asbestos suta ( gland packing ) ( m957 ) , solvent cement ( m958 ) , hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) , cp & pvc fitting ( m960 ) , ( i ) 32 mm dia c.p. waste , ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling , ( iii ) 40 mm dia c.p. waste , ( iv 40 mm dia pvc waste pipe 750 mm long with coupling , ( v 100 mm dia steel jali , ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) , ( vii ) 50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) , ( i ) pillar cock ( isi ) , ( ii ) pillar cock ( long neck ) , ( iii ) bib cock ( isi ) , ( iv ) bib cock ( long thread ) , ( v ) angular stop cock , ( vi ) angular stop cock ( long thread ) , ( vii ) concealed stop cock reduce ( isi ) , ( viii ) concealed stop cock heavy duty extra adjustable wall flange , ( ix ) long body bib cock , ( x ) swan neck tap with left hand operating knob , ( xi ) central hole basin mixer ( best quality ) , ( xii ) wall mixer with telephonic shower arrangement , ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange , ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , ( xv ) sink mixer with swinging casted spout , ( xvi ) sink cock with swinging casted spout , ( xvii ) 4 way diverter for concealed fittings , ( xviii ) pressure adjustable shower with revolving joint , ( xix ) telephone shower with flexible pipe , ( xx ) flush cock with wall flange ( 25 mm ) , ( xxi ) towel rail 24 , ( xxii ) towel ring , ( xxiii ) soap dish , ( xxiv ) tumbler holder , ( xxv ) toilet paper holder , ( xxvi ) glass shelf 22 , ( xxvii ) corner glass shelf with bracket , ( xxviii ) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes ( m962 ) , 1. c.i double shocketted fittings bend such as bend, tee, taper, , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , spare parts of hand pump , hexagonal bolt m12x1.75x40mm long common to marks ii & iii ( m963 ) , hexagonal nut m12x1.75mm ( m964 ) , washer m12 ( 2.5mm thick ) ( m965 ) , high tensile bolt m10x1.5x40mm long. ( m966 ) , nyloc nut m10x1.5mm ( m967 ) , handle axle ( stainless steel ) ( m968 ) , washer for handle axle ( 4mm thick ) ( m969 ) , ball bearing 6204 z ( m970 ) , spacer for handle. ( m971 ) , chain with coupling. ( m972 ) , hexagonal bolt for front cover m12x1.75mm long. ( m973 ) , nitrile rubber cup washer for mark – ii & iii ( m974 ) , nitrile sealing ring mark – ii ( m975 ) , nitrile rubber seating big for lower valve mark ii ( m976 ) , nitrile rubber seating small for upper valve mark ii. ( m977 ) , hexagonal rod coupling m12x1.75x50mm long. ( m978 ) , pump head assembly ( g.i. ) with front cover, bolt & third plate. ( m979 ) , front cover ( g.i. ) ( m980 ) , handle assembly ( g.i. ) ( m981 ) , ( a ) water tank assemblyfor mark – ii ( g.i. ) ( m982 ) , ( b ) water tank assembly for mark – iii ( vlom 65 ) , stand assembly ( g.i. ) normal. ( m983 ) , stand assembly ( telescopic ) ( g.i ) . ( m984 ) , connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) ( m985 ) , a ) cylinder assembly complete set for mark ii ( m986 ) , b ) cylinder assembly complete set for mark iii ( vlom 65 ) , a ) upper valve assembly complete set for india mark ii ( m987 ) , b ) upper valve assembly complete set for india mark iii ( vlom 65 ) , a ) lower valve assembly complete set for india mark ii ( m988 ) , b ) lower valve assembly complete set for im iii , reducer cap for cylinder mark ii ( m989 ) , a ) plunger rod ( s.s. ) for mark – ii ( m990 ) , b ) plunger rod ( s.s. ) for mark – iii , upper valve guide ( g.m. ) . ( m991 ) , rubber seat retainer for mark ii ( m992 ) , third plate for head assembly ( galanized ) ( m993 ) , cylinder body with brass liner for im ii with reducer cap for top and bottom. ( m994 ) , gun metal spacer. ( m995 ) , check valve guide mark ii ( m996 ) , a ) check valve seat for mark – ii ( m997 ) , b ) check valve seat for mark – iii , nitrile rubber “o” ring ( vlom 65 ) ( m998 ) , push rod for mark – iii ( s.s ) . ( m999 ) , check nut for push rod ( s.s. ) . ( m1000 ) , nitrile rubber cup washer for vlom 50 ( m1001 ) , nitrile rubber sealing ring for mark – iii vlom 65 ( m1002 ) , nitrile rubber seating big for lower valve mk ii ( m1003 ) , nitrile rubber seating big for lower valve m iii vlom 65 ) ( m1004 ) , nitrile rubber bobbin vlom 50 ( m1005 ) , nitrile rubber “o” ring vlom 50 ( m1006 ) , nitrile rubber cone for vlom 50 ( m1007 ) , nitrile rubber cone for vlom 65 ( m1008 ) , nitrile rubber centralizer 150mm for ( vlom 65 ) . ( m1009 ) , nitrile rubber centralizer 125mm for ( vlom 65 ) . ( m1010 ) , nitrile rubber centralizer 150mm for ( vlom 50 ) . ( m1011 ) , nitrile rubber centralizer 125mm for vlom 50 ( m1012 ) , nitrile rubber centralizer 100mm for vlom 50 ( m1013 ) , water tank assembly mark – iii vlom 50 ( m1014 ) , cylinder assembly complete set for mark – iii ( vlom 50 ) ( m1015 ) , upper valve assembly complete set for im iii ( vlom 50 ) ( m1016 ) , lower valve assembly complete set for im iii ( vlom 50 ) ( m1017 ) , a ) upper cap cylinder mark – iii ( vlom 65 ) ( m1018 ) , b ) upper cap cylinder mark – iii ( vlom 50 ) , a ) bottom cap for mark – iii ( vlom 50 ) ( m1019 ) , b ) bottom capfor mark – iii ( vlom 65 ) , follower for im iii ( m1020 ) , cage for mark iii ( m1021 ) , s.s. hexagonal bolt m 6x25mm long. ( m1022 ) , basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. ( m1023 ) , basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) , basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specificationis 1239 ( part i ) / 2004 ( m1025 ) , providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) , socketed , 100 150 mm dia , 200 300mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , flanged , 100 150 mm dia , 200 300 mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , rcc esr ( m1030 ) , designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 2, 50, 000 litres , cost of 2, 50, 000 litres capacity , add for capacity above 2, 50, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 4, 00, 000 litres , cost of 4, 00, 000 litres capacity , add for capacity above 4, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 7, 50, 000 litres , cost of 7, 50, 000 litres capacity , add for capacity above 7, 50, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , add for capacity above 10, 00, 000 upto 15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 upto 20, 00, 000 litres , cost of 20, 00, 000 litres capacity , rcc gsr and sump ( m1031 ) , designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , addforcapacityabove10, 00, 000upto15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , unconventionalwater treatment plant ( m1032 ) , designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . , note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. , unconventional water treatment plant , fixed cost for 1 mld , add for capacity above 1 mld upto 2 mld , cost of 2 mld treatment plant , add for capacity above 2 mld upto 3 mld , cost of 3 mld treatment plant , conventionalwater treatment plant ( m1033 ) , designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . , aeration fountain plan are a not less than 0.625 square metre per mld , ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) , flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. , flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. , clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. , rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. , filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. , wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. , wash water pumps capacity to fill water tank in 1 hour with 100% standby. , air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . , chemical house in two storeys , ground floor to accommodate 7 days alum requirement and sundry storage. , first floor to accommodate alum and lime tanks.etc. , solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. , pure water sump and sump house. , capacity of sump – one hour of designed flow. , pump house pump house of required size over the sump or by the side. , store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. , vacuum feed type chlorinators make tobe approved by mjp. , conforming to i.s. 10533 a part ii 1983 , rate for withdrawal , temperature kg. of chlorine discharge degree c per day ( cylinders ) , 45 67 tonnes , 10 6.359.50 110 , 15 10.75 16.10130 , 20 14.50 21.24254 , 27&above18.70 28.12315 , chlorinator equipment and container room to conform to i.s. 10553 part i 1983. , 100% standby shall be provided. , by pass arrangements c.i. or m.s. pipes. , disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe , for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete , drainage arrangements – rcc pipes up to plot boundary. , electrical installation – both internal and external including entire plant area. , laboratory equipment –as per requirement ( to be specified during tendering ) . , sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. , administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. , rates given below are inclusive of up lift pressure if any and dewatering during entire work. , all pipes condutes channels with20%overloading , these rates are applicable for seismic zones 2, 3 and 4. , all rcc structures shall be constructed in m 300. , note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . , conventional water treatment plant , above3 mld to upto 5 mld , cost of 5 mld treatment plant , add for capacity above 5mld upto 10 mld , cost of 10 mld treatment plant , add for capacity above 10 mld upto20 mld , cost of 20 mld treatment plant , add for capacity above 20 mld upto 50 mld , cost of 50 mld treatment plant , add for capacityabove 50 mld upto 100 mld , cost of 100 mld treatment plant , add for capacity above 100 mld , gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) , 300 mm dia for gpt , 400 mm dia for hygpt , hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) , from 0 50 meter , from 51 125 meter , dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) , drillig upto 30 mtr depth below g. l. in rural area , drilling beyond 31 mtr upto 60 mtr below g. l. in rural area , trenchless ( m1038 ) , installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , from 900 mm to 1000 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , from 1000 mm to 1200 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 1200 mm to 1500 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) , dia 06 inch ( 150 mm ) , id 153 mm od 167 mm , screen thickness 07 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 08 inch ( 200 mm ) , id 205 mm od 221mm , screen thickness 08 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 10 inch ( 250 mm ) , id 256 mm od 276mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 12 inch ( 300 mm ) , id 306 mm od 326 mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 14 inch ( 350 mm ) , id 338 mm od 363 mm , screen thickness 12.5 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) , supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) , supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) , supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) , supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) , supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) , supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) , supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) , supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) , supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) , supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) , design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) , packaged lamella clarified type wtp with mgf capacity in mld. , ( i ) 0.2 , ( ii ) 0.3 , ( iii ) 0.4 , ( iv ) 0.5 , ( v ) 0.6...

Drinking Water And Sanitation Department - Jharkhand

31918685 e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar , polythene water storage tank of mark (e.g sintex/sinter/himgiri / gangotietc)with cover and locking system. (m079) , gi pipe 50 mm dia (tata or equivalent make) (m193) , jute (m337) , g.m. ferrules (m922) , (i) 8 mm dia wt. not less than 400 gms , (ii) 10 mm dia wt. not less than 400 gms , (iii) 15 mm dia wt. not less than 400 gms , (iv) 20 mm dia wt. not less than 600 gms , (v) 25 mm dia wt. not less than 900 gms , stop cocks (m923) , (i) 15 mm brass stop cock wt. not less than 300 gms , (ii) 20 mm brass stop cock wt. not less than 400 gms , (iii) 25 mm brass stop cock wt. not less than 575 gms , (iv) 32 mm brass stop cock wt. not less than 850 gms , (v) 40 mm brass stop cock wt. not less than 1.15 kg , (vi) 50 mm brass stop cock wt. not less than 2.15 kg , (vii) 15 mm dia c.i. body brass working part stop cock. , (viii) 20 mm dia c.i. body brass working part stop cock. , (ix) 25 mm dia c.i. body brass working part stop cock. , g.m. full way valve (m924) , (i) 15 mm dia wt. not less than 300 gms without wheel , (ii) 20 mm dia wt. not less than 400 gms without wheel , (iii) 25 mm dia wt. not less than 500 gms without wheel , (iv) 32 mm dia wt. not less than 700 gms without wheel , (v) 40 mm dia wt. not less than 1.0 kg without wheel , (vi) 50 mm dia wt. not less than 1.4 kg without wheel , (vii) 65 mm dia wt. not less than 1.8 kg without wheel , (viii) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle (m925) , (i) 15 mm dia wt. not less than 150 gms , (ii) 20 mm dia wt. not less than 250 gms , (iii) 25 mm dia wt. not less than 375 gms , (iv) 32 mm dia wt. not less than 600 gms , (v) 40 mm dia wt. not less than 700 gms , (vi) 50 mm dia wt. not less than 1.0 kg , (vii) 65 mm dia wt. not less than 1.20 kg , (viii) 80 mm dia wt. not less than 1.50 kg , (ix) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal (m926) , (i) 15 mm dia wt. not less than 150 gms , (ii) 20 mm dia wt. not less than 250 gms , (iii) 25 mm dia wt. not less than 375 gms , (iv) 32 mm dia wt. not less than 600 gms , (v) 40 mm dia wt. not less than 700 gms , (vi) 50 mm dia wt. not less than 1.0 kg , (vii) 65 mm dia wt. not less than 1.20 kg , (viii) 80 mm dia wt. not less than 1.50 kg , (ix) 100 mm dia wt. not less than 1.80 kg , cocks (m927) , (i) 15 mm dia g.m. bib cock wt. not less than 300 gms , (ii) 15 mm dia brass bib cock wt. not less than 400 gms , (iii) 15 mm dia c.i. bib cock wt. not less than 400 gms , (iv) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , (v) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , (vi) 15 mm c.i. plug cock ordinary , (vii) 15 mm c.i. push cock ordinary , chromium plated brass fittings (m928) , (i) c.p. shower rose 100 mm dia , (ii) c.p. shower rose 125 mm dia , (iii) p.v.c. shower rose 150 mm dia , (iv) p.v.c shower rose 125 mm dia , connection pipe (m929) , (i) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , (ii) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , (iii) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , (iv) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings (conforming to i.s. 1879 ) isi marked (m930) , [a] g.i. bend , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [b] elbow of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [c] tee plain of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [d] reducing tee plain of the following sizes(taking larger dimension) , (i) 20 mm , (ii) 25 mm , (iii) 32 mm , (iv) 40 mm , (v) 50 mm , (vi) 65 mm , (vii) 80 mm , (viii) 100 mm , (ix) 125 mm , (x) 150 mm , [e] socket plain of the following size (taking larger dimension) , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [f] reducing socket plain of the following sizes (taking larger dimension) , (i) 20 mm , (ii) 25 mm , (iii) 32 mm , (iv) 40 mm , (v) 50 mm , (vi) 65 mm , (vii) 80 mm , (viii) 100 mm , (ix) 125 mm , (x) 150 mm , [g] union socket of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [h] plugs of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [i] jam nuts of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [j] g.i. nipple of the following sizes , (i) 15 mm dia x 100 mm long , (ii) 20 mm dia x 100 mm long , (iii) 25 mm dia x 100 mm long , (iv) 32mm dia x 100 mm long , (v) 40 mm dia x 100 mm long , (vi) 50 mm dia x 100 mm long , (vii) 65 mm dia x 100 mm long , (viii) 80 mm dia x 100 mm long , (ix) 100 mm dia x 100 mm long , [k] g.i. pipes midium(tata mark) or equivalent as per is 1239 (part 01)/2004 isi marked/medium quality , (i) 15 mm dia , (ii) 20 mm dia , (iii) 25 mm dia , (iv) 32 mm dia , (v) 40 mm dia , (vii) 65 mm dia , mirrors(m931) , (a) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , (b) do 450 mm x 300 mm do , (a) glass shelf 600 mm x 125 mm with c.p. brass rail (m932) , (b) do 450 mm x 125 mm do , (a) c.p. brass towel rail 20 mm x 600 mm with bracket all complete (m933) , (b) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. (m934) , c.p. liquid soap solution holder (m935) , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make (m936) , (a) 580 mm long , (b) 510 mm long , (c) 450 mm long , (d) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make (m937) , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket (m938) , (a) 12.5 liters lowdown c.i. cistern (m939) , (b) 10.0 liters capacity p.v.c. low design cistern , (a) white glazed vitreous e.w.c with p trap orany other equivalent make. (m940) , (b) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , (c) black / white plastic seat for e.w.c do as above. , (a) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. (m941) , (b) do squatting small 450 mm x 350 mm , (c) do squatting large 600 mm x 350 mm , (d) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware /cera / naycer or any other equivalent make , (e) partition plate for urinal 25 x 13 size , (f) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. (m942) , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make (m943) , (a) kitchen sink 600 mm x 450 mm x 200 mm (24 x 18 x 8) , (b) kitchen sink 600 mm x 450 mm x 250 mm (24 x 18 x 10) , (c) lab sink 450 mm x 300 mm x 150 mm (18 x 12 x 6) , (d) lab sink 300 mm x 250 mm x 150 mm (12 x 10 x 6) , drain board. (m944) , (a) 600 mm x 450 mm (24 x 18) , (b) 525 mm x 450 mm (21 x 18) , h.c.i. pipes (m945) , (a) 50 mm dia single socket 6 0 (with ear weight 13 kg) , (b) 80 mm dia single socket 6 0 (with ear weight 18 kg) , (c) 100 mm dia single socket 6 0 (with ear weight 23 kg) , (d) 150 mm dia single socket 6 0 (with ear weight 30 kg) , (e) 50 mm dia double socket 6 0 (with ear weight 14 kg) , (f) 80 mm dia double socket 6 0 (with ear weight 19 kg) , (g) 100 mm dia double socket 6 0 (with ear weight 25 kg) , (h) 150 mm dia double socket 6 0 (with ear weight 13 kg) , (i) 50 mm dia single socket 3 0 (with ear weight 7.25 kg) , (j) 80 mm dia single socket 3 0 (with ear weight 10.5 kg) , (k) 100 mm dia single socket 3 0 (with ear weight 13.75 kg) , (l) 150 mm dia single socket 3 0 with ear , (m) 50 mm dia single socket 2 0 (with ear weight 5.35 kg) , (n) 80 mm dia single socket2 0 (with ear weight 8.00 kg) , (o)100 mm dia single socket 2 0(with ear weight 10.10 kg) , (p) 150 mm dia single socket 2 0 with ear , (q) 50 mm dia single socket 1 0 (with ear weight 3.4 kg) , (r) 80 mm dia single socket 1 0(with ear weight 5.50 kg) , (s) 100 mm dia single socket 1 0(with ear weight 7.60 kg) , (t) 150 mm dia single socket , h.c.i. fittings. (m946) , (i) plain bend of following size , (a) 50 mm dia (weight without ear and socket 2.75 kg) , (b) 80 mm dia (weight without ear and socket 3.5 kg) , (c) 100 mm dia (weight without ear and socket 4.5 kg) , (d) 150 mm dia (weight without ear and socket 4.5 kg) , (ii) bend with door with following size , (a) 50 mm dia (wight without ear and socket 2.75 kg) , (b) 80 mm dia (wight without ear and socket 4.00 kg) , (c) 100 mm dia do 5.5 kg , (d) 150 mm dia do , (iii) single junction with door of followings sizes. , (a) 50 mm dia (weight without ear and socket 3.75 kg) , (b) 80 mm dia (weight without ear and socket 6.50 kg) , (c) 100 mm dia do 9.50 kg , (d) 150 mm dia do , (iv) double junction with door of following sizes. , (a) 50 mm dia do 4.5 kg , (b) 80 mm dia do 7.00 kg , (c) 100 mm dia do 13.00 kg , (d) 150 mm dia do , (v) heel rest bend of following sizes , (a) 50 mm dia , (b) 80 mm dia , (c) 100 mm dia , (d) 150 mm dia , (vi) cowel of following sizes , (a) 50 mm dia (weight without ear and socket 2.25 kg) , (b) 80 mm dia (weight without ear and socket 3.25 kg) , (c) 100 mm dia (weight without ear and socket 3.25 kg) , (d) 150 mm dia do , (vii) 100 mm dia p trap (wt without ear and socket)8.5 kg , (viii) 100 mm dia p trap (wt without ear and socket)8.8 kg , (ix) 100 mm x 80 mm floor trap (weight without ear and socket) 4.00 kg , (x) pass over 50 mm x 150 mm for 50 mm projection , (xi) do 100 mm x 150 mm for 100 mm projection , (xii) inverted junction single 100 mm x 50 (weight without ear and socket) 9.0 kg , (xiii) inverted junction double 100 mm x 50 mm x 50 mm (weight without ear and socket) 12.0 kg , (xiv) h.c.i. offset 80 mm projection of the following size , (a) 50 mm dia (weight without ear and socket) 2.75 kg , (b) 80 mm dia do 3.50 kg , (c) 100 mm dia do 5.00 kg , (d) 150 mm dia do , (xv) h.c.i. socket of following sizes , (a) 50 mm dia (weight without ear) 1.50 kg , (b) 80 mm dia (weight without ear) 3.00 kg , (c) 100 mm dia (weight without ear) 4.50 kg , (d) 150 mm dia (weight without ear) do , c.i. cover with frame for manhole and inspection chamber. (m947) , (a) 600 mm x 450 mm size (wt. 39 kg) , (b) 600 mm x 450 mm size (wt. 25 kg) , (c) 500 mm x 450 mm size (wt. 25 kg) , c.i. bracket pair for w.h.b. (m948) , (a) 550 mm x 400 mm size (22 x 16) , (b) do for 12.5 liter cistern , (c) do for 600 mm x 450 mm (24 x 18) sink , (d) 40 mm x 60 mm ms plate bracket for sink as above , (a) 32 mm (1 1/4) c.p. brass waste for w.h.b (m949) , (b) 40 mm (1 1/2) c.p. brass waste for w.h.b for sink , (c) 32 mm (1 1/4) c.p. waste of white metal , (d) 40 mm (1 1/2) c.p. waste of white metal , (a) 32 mm (1 1/4) p.v.c. waste pipe 750 mm long (26 long) withbrass union for w h b (m950) , (b) 40 mm (1 1/2) p.v.c. waste pipe 750 mm long(26 long)with brass union for w h b , 32 mm (1 1/4) p.v.c. telescopic flush pipe with brass union for high level cistern (m951) , rubber inserttion 3 mm (1/8) thick (m952) , pig lead (m953) , yarn (m954) , rubber gasket for c.i pipe of good quality (m955) , (a) 80 mm , (b)100 mm , (c)125 mm , (d)150 mm , (e)200 mm , (f)250 mm , (g)300 mm , (h)350 mm , (i)400 mm , (j)450 mm , (k)500 mm , (l)600 mm , (m)700 mm , (n)750 mm , (o)800 mm , (p)900 mm , (q)1000 mm , (r)1200 mm , cotton waste (m956) , asbestos suta (gland packing) (m957) , solvent cement (m958) , hydrocloric acid (sepecific gravity 1.20) (m959) , cp & pvc fitting (m960) , (i)32 mm dia c.p. waste , (ii)32 mm dia pv c waste pipe 750 mm long with coupling , (iii)40 mm dia c.p. waste , (iv 40 mm dia pvc waste pipe 750 mm long with coupling , (v 100 mm dia steel jali , (vi)15 mm dia c.p. nipple with coupling (short pieces) , (vii)50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings(jal, jaquar, marc or equivalent mark) (m961) , (i) pillar cock (isi) , (ii) pillar cock (long neck) , (iii) bib cock (isi) , (iv) bib cock (long thread) , (v) angular stop cock , (vi) angular stop cock (long thread) , (vii) concealed stop cock reduce (isi) , (viii) concealed stop cock heavy duty extra adjustable wall flange , (ix) long body bib cock , (x) swan neck tap with left hand operating knob , (xi) central hole basin mixer (best quality) , (xii) wall mixer with telephonic shower arrangement , (xiii) wall mixer with provision for over head shower with elbow coupling and well flange , (xiv) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , (xv) sink mixer with swinging casted spout , (xvi) sink cock with swinging casted spout , (xvii) 4 way diverter for concealed fittings , (xviii) pressure adjustable shower with revolving joint , (xix) telephone shower with flexible pipe , (xx) flush cock with wall flange (25 mm) , (xxi) towel rail 24 , (xxii) towel ring , (xxiii) soap dish , (xxiv) tumbler holder , (xxv) toilet paper holder , (xxvi) glass shelf 22 , (xxvii) corner glass shelf with bracket , (xxviii) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes (m962) , 1. c.i double shocketted fittings bend such as bend, tee, taper, , (a) 80 200 mm , (b) 250 700 mm , (c) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece,bend etc , (a) 80 200 mm , (b) 250 700 mm , (c) 700 1000 mm , spare parts of hand pump , hexagonal bolt m12x1.75x40mm long common to marks ii & iii (m963) , hexagonal nut m12x1.75mm (m964) , washer m12 (2.5mm thick) (m965) , high tensile bolt m10x1.5x40mm long. (m966) , nyloc nut m10x1.5mm (m967) , handle axle (stainless steel) (m968) , washer for handle axle (4mm thick) (m969) , ball bearing 6204 z (m970) , spacer for handle. (m971) , chain with coupling. (m972) , hexagonal bolt for front cover m12x1.75mm long. (m973) , nitrile rubber cup washer for mark – ii & iii (m974) , nitrile sealing ring mark – ii (m975) , nitrile rubber seating big for lower valve mark ii (m976) , nitrile rubber seating small for upper valve mark ii. (m977) , hexagonal rod coupling m12x1.75x50mm long. (m978) , pump head assembly (g.i.) with front cover, bolt & third plate. (m979) , front cover (g.i.) (m980) , handle assembly (g.i.) (m981) , (a) water tank assemblyfor mark – ii (g.i.) (m982) , (b) water tank assembly for mark – iii (vlom 65) , stand assembly (g.i.) normal. (m983) , stand assembly (telescopic) (g.i). (m984) , connecting rod 3mtr. long with coupling and nut (electrogalvanized) (m985) , a) cylinder assembly complete set for mark ii (m986) , b) cylinder assembly complete set for mark iii (vlom 65) , a) upper valve assembly complete set for india mark ii (m987) , b) upper valve assembly complete set for india mark iii (vlom 65) , a) lower valve assembly complete set for india mark ii (m988) , b) lower valve assembly complete set for im iii , reducer cap for cylinder mark ii (m989) , a) plunger rod (s.s.) for mark – ii (m990) , b) plunger rod (s.s.) for mark – iii , upper valve guide (g.m.). (m991) , rubber seat retainer for mark ii (m992) , third plate for head assembly (galanized) (m993) , cylinder body with brass liner for im ii with reducer cap for top and bottom. (m994) , gun metal spacer. (m995) , check valve guide mark ii (m996) , a) check valve seat for mark – ii (m997) , b) check valve seat for mark – iii , nitrile rubber “o” ring (vlom 65) (m998) , push rod for mark – iii (s.s). (m999) , check nut for push rod (s.s.). (m1000) , nitrile rubber cup washer for vlom 50 (m1001) , nitrile rubber sealing ring for mark – iii vlom 65 (m1002) , nitrile rubber seating big for lower valve mk ii (m1003) , nitrile rubber seating big for lower valve m iii vlom 65) (m1004) , nitrile rubber bobbin vlom 50 (m1005) , nitrile rubber “o” ring vlom 50 (m1006) , nitrile rubber cone for vlom 50 (m1007) , nitrile rubber cone for vlom 65 (m1008) , nitrile rubber centralizer 150mm for (vlom 65). (m1009) , nitrile rubber centralizer 125mm for (vlom 65). (m1010) , nitrile rubber centralizer 150mm for (vlom 50). (m1011) , nitrile rubber centralizer 125mm for vlom 50 (m1012) , nitrile rubber centralizer 100mm for vlom 50 (m1013) , water tank assembly mark – iii vlom 50 (m1014) , cylinder assembly complete set for mark – iii (vlom 50) (m1015) , upper valve assembly complete set for im iii (vlom 50) (m1016) , lower valve assembly complete set for im iii (vlom 50) (m1017) , a) upper cap cylinder mark – iii (vlom 65) (m1018) , b) upper cap cylinder mark – iii (vlom 50) , a) bottom cap for mark – iii (vlom 50) (m1019) , b) bottom capfor mark – iii (vlom 65) , follower for im iii (m1020) , cage for mark iii (m1021) , s.s. hexagonal bolt m 6x25mm long. (m1022) , basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 (part 2) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. (m1023) , basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818/2016 cml no. 5543459 (m1024) , basic rate of 32mm g.i. pipe in 3 mtrs. length (medium) with seamless socket as per relevent b.i.s. specificationis 1239(part i)/2004 (m1025) , providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation ,cp extra. (m1027) , socketed , 100 150 mm dia , 200 300mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , flanged , 100 150 mm dia , 200 300 mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , rcc esr (m1030) , designing (aesthetically), and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c/c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor,c.i. manhole frame and covers, water level indicators,lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification (i.s. 3370 1965 or revised.) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920/1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table). , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (sbc) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. (seismic maps attached in this csr). , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25,000 litres , cost of 25,000 litres capacity , add for capacity above 25,000 upto 50,000 litres , cost of 50,000 litres capacity , add for capacity above 50,000 upto 75,000 litres , cost of 75,000 litres capacity , add for capacity above 75,000 upto 1,00,000 litres , cost of 1,00,000 litres capacity , add for capacity above 1,00,000 upto 1,50,000 litres , cost of 1,50,000 litres capacity , add for capacity above 1,50,000 upto 2,00,000 litres , cost of 2,00,000 litres capacity , add for capacity above 2,00,000 upto 2,50,000 litres , cost of 2,50,000 litres capacity , add for capacity above 2,50,000 upto 3,00,000 litres , cost of 3,00,000 litres capacity , add for capacity above 3,00,000 upto 4,00,000 litres , cost of 4,00,000 litres capacity , add for capacity above 4,00,000 upto 5,00,000 litres , cost of 5,00,000 litres capacity , add for capacity above 5,00,000 upto 7,50,000 litres , cost of 7,50,000 litres capacity , add for capacity above 7,50,000 upto 10,00,000 litres , cost of 10,00,000 litres capacity , add for capacity above 10,00,000 upto 15,00,000 litres , cost of 15,00,000 litres capacity , add for capacity above 15,00,000 upto 20,00,000 litres , cost of 20,00,000 litres capacity , rcc gsr and sump (m1031) , designing (aesthetically), and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i./ m.s. d/f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification (i.s.456/2000,i.s.875 1987,i.s.3370 1965 or revised.) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25,000 litres , cost of 25,000 litres capacity , add for capacity above 25,000 upto 50,000 litres , cost of 50,000 litres capacity , add for capacity above 50,000 upto 75,000 litres , cost of 75,000 litres capacity , add for capacity above 75,000 upto 1,00,000 litres , cost of 1,00,000 litres capacity , add for capacity above 1,00,000 upto 1,50,000 litres , cost of 1,50,000 litres capacity , add for capacity above 1,50,000 upto 2,00,000 litres , cost of 2,00,000 litres capacity , add for capacity above 2,00,000 upto 3,00,000 litres , cost of 3,00,000 litres capacity , add for capacity above 3,00,000 upto 5,00,000 litres , cost of 5,00,000 litres capacity , add for capacity above 5,00,000 upto 10,00,000 litres , cost of 10,00,000 litres capacity , addforcapacityabove10,00,000upto15,00,000 litres , cost of 15,00,000 litres capacity , add for capacity above 15,00,000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , unconventionalwater treatment plant (m1032) , designing (aesthetically), providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge (turn key job) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 (type c) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity