Central Coalfields Limited - Jharkhand

33366450 cleaning of grass, shrubs and wild grass from compound area of different substation and pump house for a period of one year of bachra township under gm unit, piparwar area. ...

Road Construction Department - Jharkhand

32809886 notice inviting e quotation for rcd road division dumka sor 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...

Road Construction Department - Jharkhand

32772858 inviting e quotation for sor 2022 23, rcd, road division, garhwa 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...

Road Construction Department - Jharkhand

32751812 inviting e quotation for sor 2022 23, rcd, road division, chaibasa 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...

Road Construction Department - Jharkhand

32737994 inviting e quotation for sor 2022 23 under rcd road division, hazaribag for the year 2022 23 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...

Road Construction Department - Jharkhand

32727932 inviting e quotation for supply of material sor 2022 23, rcd, road division, manoharpur 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...

Department Of Atomic Energy - Jharkhand

32601293 bids are invited for 1 auto guarage 1 providing and fixing precoated iron profile sheet (size shape and pitch of corrugation as approved by engineeri in charge ) 0.05mm (plus 0.05 percent) total coated thickness with zink coating 120 grams per sqm as per is 277, in 240mpa steel grade,5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as directed by engineer in charge.the sheet shall be fixed using self drilling/ self tapping screw of size (5.5x55 mm) with epdm seal, complete up to any pitch in horizontal/vertical or curved surface, excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required. 2 auto guarage 2 providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (plus 0.05 percent) total cated thickness, zink coating 120 grams per sqm as per is 277 in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling/self tapping screws complete.ridge plain (500 600mm),barge board(up to 300 mm) 3 auto guarage 3 providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (plus 0.05 percent) total cated thickness, zink coating 120 grams per sqm as per is 277 in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling/self tapping screws complete.ridge plain (500 600mm) 4 auto guarage 4 structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixinf in position and applying apriming coat of approved steel primer all complete. 5 auto guarage 5 providing and applying two or more coats of(all around) exterior acrylic emulsion paint of approved brand and manufacturer to exterior surface of cocrete, masonry,plastered surface etc. at all elevations including preparation of surfaces by scraping and completeincluding cost of all labour tools and tackles etc. complete as per drawing, tools and tackies etc.complete as per drawings, specifications and directon of the engineer in charge 6 auto guarage 6 dismentling roofing including ridge,hips,valley and gutters etc. and stacking the material within 50 meters lead of asbestos sheet 7 auto guarage 7 providing and fixing on wall face unplasticed rigid pvc rain water pipes conforming tois 13592 type a, including jointing with seal ring conforming to is 5382, laving 10 mm gap for tharmal expansion,( i ) singke socketed pipes. 8 mines office 1 earth work in excavation in foundation trenches. pits or drains not exceeding 1.5 mtr. in depth, 2mtr in which as well as 10 sq.m on plan including clearing of bushes and shrubs from ground level including trimming dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including dewatering getting out the excavated soil and disposal of surplus excavated soil within a lead of 100 m including cost of labour, tools and tackles etc. as per drawing, specifications and directions of the engineer in charge.a) ordinary/dense soil mixed with gravels / rock fragments/ loose waste. 9 mines office 2 earth work in back filling with available eath including wateing and campaction at all elevations around foundations, wall, wells, tunnels, pits, culverts trenches, road approaches and in plinth filling and area filling as per specifications and drawings and as directed by the engineer in charge with selected spoils within a lead of 100 mtr including cost of labours, tools and tackles etc. 10 mines office 3 supply, mix place in position compact & cure cement concrete 1 3 6 (1 cement, 3 coarse sand, 6 graded stone aggregate 20mm nominal size) below foundations walls, wells, pits, trenches etc. as per specifications, drawings and directions of the engineer in charge including cost of all materials, labours tools and tackles etc. but excluding cost of cement,centering and shuttering. 11 mines office 4 supply , place in position compact & cure including testing of concrete specifications,drawing and direction and direction of the engineer with nominal mix 1 1.5 3 (1 cement,1.5 coarse sand ,3 graded stone aggregate 20 mm nominal size ) including cost of all materials, labours but excluding cost of shuttring,cement & reinforcement. 12 mines office 5 providing dismantling and removing the form work of approved quality including from suspended floors, roofs, landing, balconies and acess platform etc scffolding including required staging and supporting etc and necesarry rendering of concrete surface after expouser at all elevations for all types of work with plywood shuttering including cost of all materials, labours, tools and tackles etc. completer as per specifictions, drawing & directions of eic. 13 mines office 6 supply, bend bind and place the reinforcement on all types of rcc work at all elevations,including cleaning straightening, cutting,bending and binding with 18 swg annealed wire or with welding such as tack, lap but etc wwith approved electrodes, providing concrete cover blocks, pins,chains,nail,supports of reeinforement etc inclusive of all maerials, labour,tools and tackles etc. complete as er drawings, specifications and directions of the engineer in charge but excluding cost of reinforcement steel with chains only. mild steel/hysd bars 14 mines office 7 supply and laying in position brick work with designation 75 bricks ( compreeive strength not less than 75 kg/sq.cm) in foundationand plinth at various elevations in cement coarse sand mortar (1 6) including mixing mortar, laying bricks, raking joints curing etc complete with all materials and labour but excluding cost of cement as per drawings and specifications. 15 mines office 8 supply and laying in position brick work with designation 75 bricks ( compreeive strength not less than 75 kg/sq.cm) in super structure at various elevations in cement coarse sand mortar(1 6) including mixing mortar,laying bricks,raking joints,curing etc complete with all materials and, labour,tools and tackles etc but excluding cost of cement. complete as per drawings, specifications. 16 mines office 9 6mm cement plaster of mix 1 3 (1 cement, 3 fine sand) for ceiling etc, including scarping the surface with wire brush, including of all material, labour, tools and tackles etc completer but excluding cost of cement. 17 mines office 10 12 mm thick (minimum) plastering with 1 4 (1 cement, 4 fine sand) to walls, channels in roof and other structure at various elevations including demolishing old plaster (if require),scraping the surface with wire brush, mixing,laying,finishing,curing and necessary scaffolding work complete as as per drawings, specifications and instructions of the engineer with all materials, labour, tools and tackles etc. complete but excluding cost of cement. 18 mines office 11 15 mm thick (minimum) plastering on the rough sde of single or half brick work with 1 4 cement mortor (1 cement, 4 fine sand) to walls, channels in roof and other structure at various elevations including demolishing old plaster (if require),scraping the surface with wire brush, mixing,laying,finishing,curing and necessary scaffolding work complete as as per drawings, specifications and instructions of the engineer with all materials, labour, tools and tackles etc. complete but excluding cost of cement. 19 mines office 12 providing and applying plaster of pairs putty of 2mm thickness over plastered surfce to prepare the surface even and smooth complete rubbing by sand paper no.240 of rquired as per direction of eic 20 mines office 13 providing and applyingtwo or more coat of cement primer of approved brand and manufacure on wall surface with cement primer as per the direction of eic. om new/old work. 21 mines office 14 providing and applying wall painting with plastic emulsion paint of approved brand and amnufacture to give an even shade two or more coats on new/old work as per direction of eic 22 mines office 15 providing and fixing 30 mm thick flush door shutter non decorative tyoe, core block board construction withframe of 1st class hard wood and well frame of 1st class hard wood and well matched commericial 3 ply veneering with vertical grains or cross bands and fce veneers on both fces of shutters as per the direction of e.i.c. 23 mines office 16 painting with approved brand polyurethane emnamel paint (jenson & nicholson make) in all shade to give an even shade including cost ofall materials and labour on new work (two ormore coats) as per direction of eic 24 mines office 17 providing and applying two or more coats of (all around) exterior acrylic emulsion paint of approved brand and manufacture to exterior surfaces of concrete, masonary,plastered surfaces etc. at all elevations including preparation of surfaces by scraping and complete including cost of all albour, tools and tackles etc. complete as per drawings, specifications and directions of the engineer in charge ,application of paint should be made as per manufactures specifications). 25 mines office 18 providing and laying vittified floor tiles in 50 x 50 cm ( thickness to be specified by the manufacture) with water absorptions less than 0.08 percent and conforming to is 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1 4 (1 cement , 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete as per the direction of eic. make kejaria / somani 26 mines office 19 providing and fixing steel glazed windows and ventilators of standard rolled steel sections joints mitred and welded with 15x3 mm lugs, 10cm long, embeded in mortar (1 cement, 1.5 coarse sand , 3 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes 4 mm tick frosted/ clear glass with glazzing clips and special metal sash putty of approved, fan light catch or pivots etc as required and to the satishfication of the engineer in charge and including a coat of primer etc but excluding cost of cement includig cost of all materials, labours , tools and tackles etc. complete as per specification and direction of the e.i.c. 27 mines office 20 making plinth protection 50 mm thick of cement concrete 1 3 6 ( 1 cement, 3 coarse sand, 6 graded stone aggregate 12 mm nominal size) over 75 mm (compacted thickness) bed of dry brick ballast (40 mm nominal size) mixed with surkhi/moorum in the ration of (6 1), well rammed and consolidated and fininshing the top smoooth including cost of all materials, labours, tools and tackles etc as per direction of the engineer in charge but excluding cost of cement. 28 mines office 21 taking delivery of raw materials (from owners stores), fabricate, transport and erect structural steel work of t. angle palte, pipe joist etc. including all necessary connectio materials and connections ( including weilding and bolting, nuts, washer,gussets etc complete) with 2 coats of 1st quality synthetics enamel paint over a coat of approved steel priner (ready mixed paint conforming to is 2074) as per drawings, specifications and directions of the engineer in charge including cost of all albour,tolls and tackles etc. 29 mines office 22 providing & fixing renewing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type a including jointingwith seal ring conforming to is 5382 leaving 10mm gap for thermal expansion (i) single socketed pipes with 110mm diameter as per the direction of eic. 30 mines office 23 brick edge floorig with bricks of class designation 75 including cement slurry etc. complete in cement mortar with f.p.s bricks 1 6 (1 cement, 6 coarse sand) 31 mines office 24 providing and fixing sand iron of self cleansing design with sand cast iron screwed down or hinged grafting with or without vent arm, complete, including cost of cutting and making good the walls and floors with 100 mm inlet and 100 mm outlet. 32 mines office 25 providing and fixing white viterous china wash basin with c.i/m brackets,15 mm c. p brass pillar taps,32 mm c.p brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls. flat back wash basin 550 x 400 mm with single 15 mm c.p brass pillar tap. 33 mines office 26 providing and fixing 600 x 450 mm beveled ege mirror of superior glass ( of approved quality) complete with 6 mm thick hard board ground fixed cleates with c.p brass screws and washers. make modi glass 34 mines office 27 providing and fixing pvc waste pipe for sink or wash basin including pvc waste fittings as per the direction of engineer in charge. 35 mines office 28 taking delivery of g.i pipe (from owners stores) laying & fixing with medium grade (internal & external) complete with g.i fittings lik bend. (t) union etc clamps including making chase in walls and making good the wall after housig g.i pipes or trenching and refillings as necessary, apply a coat of zinis chromate promer for cancealed pipes and two coats of synthetic enamel paint over a coat of zinic chromate primer for exposed pipes below g.i to be painted two coats of anti corrosive bitumens paints of approved brand and manufacture and necessary hydrostatic tests etc complete as per specification and the direction of the engineer in charge g.i pipes and fitting shall be supplied by dept. free of cost). for a) 25mm nominal bore 36 mines office 29 taking delivery of g.i pipe (from owners stores) laying & fixing with medium grade (internal & external) complete with g.i fittings lik bend. (t) union etc clamps including making chase in walls and making good the wall after housig g.i pipes or trenching and refillings as necessary, apply a coat of zinis chromate promer for cancealed pipes and two coats of synthetic enamel paint over a coat of zinic chromate primer for exposed pipes below g.i to be painted two coats of anti corrosive bitumens paints of approved brand and manufacture and necessary hydrostatic tests etc complete as per specification and the direction of the engineer in charge g.i pipes and fitting shall be supplied by dept. free of cost). for b) 50mm nominal bore 37 mines office 30 making plinth protection 50 mm thick of cement concrete 1 3 6 (1 cement, 3 coarse sand ,6 stone aggregate 12 mm nominal size) over 75 mm ( compacted thickness) bed of dry brick ballast (40 mm nominal size) mixed with surkhi/moorm in the ratio of (6 1) well rammed and consolidated and finishing the top smooth with near cement including cost of all materials, labour , tools and tackles etc. as per direction engineer in charge but excluding cost of cement. 38 mines office 31 providing and applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on steel galvanised iron/steel works as per direction of the eic 39 mines office 32 providing and applying priming coat with ready mixed red oxide zinic chromate primer of approved brand and amnufacture on steel galvanised iron/steel works as per direction of the eic 40 mines office 33 randam rubble with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 (1 cement,6 coarse sand,12 graded stone aggregate 20 mm nominal size ) at plinth level with cement mortar 1 6 (1 cement ,6 coarse sand)as per eic ,but excluding cement. 41 mines office 34 a) providing applying painting with oil type wild oreservature if aorived brand and manufacture new work (two or more coats as per direction of eic. 42 mines office 35 b) providing applying fininshing with epoxy paint (two or more coats) at all location prepared and applied as per manufactures specification including appropriate priming coat,preparation pf surface etc. complete on steel work. renovation and repairing of auto garage and mines office at total quantity : 3649...

Central Coalfields Limited - Jharkhand

32583965 cutting and trimming of tree branches, bushes or shrubs along with over head lines ( swg gvp feeder, 3.3kv colony feeder, 3.3kv ug feeder, 440v over head lines of different colonies and 550v fan feeder and 220v overhead lines etc of govindpur project ) ...

Eastern Coal Fields Ltd - Jharkhand

32564070 annual contract for garbage grass shrubs cleaning of road surface, septic tank, inspection chamber, drain and jungle/grass cutting in d type outside area of mpi building shopping complex and 20 seater at urjanager colony under rajmahal area....

Drinking Water And Sanitation Department - Jharkhand

32563241 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 at dumma boarder to nearsaheb yadaw ( plant no. 01near plant no. 03 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 01 1 a. water supply & sanitation 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 providing designation 75 a brick work in c.m. ( 1:4 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 7 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 8 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 9 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 10 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 11 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 12 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 13 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 14 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 15 ( i ) 25 mm dia pvc pipe. 16 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 15 mm dia pvc pipe 17 ( i ) 20 mm dia pvc pipe 18 ( ii ) 25 mm dia dia pvc pipe 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. grade ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 24 25 mm diapvc pipe . ( rate of pvc pipe + laying cost charge ) 25 15 mm diapvcpipe . ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvc elbow 29 32 mm dia u / s pvc 30 25 mm dia u / s pvc 31 25 x 25 x 15 mm dia reducing tee pvc 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm diapvc coupler 37 32 mm diapvc coupler 38 15 mm pvc shower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 b. sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room ( wall ) 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia fta 55 15 mm dia fta 56 25 mm dia pvc elbow 57 15 mm diapvc elbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 60 supplying of following materialsmug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 66 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 67 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 68 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 69 laying & jointing gi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) a. 32 mm dia. pipe 70 b.25 mm dia. pipe 71 supplying and fixing gifittings of approved make all complete as per specification and direction e / i.. 32 mm u / s 72 25 mm socket 73 32 x 25 r.s. 74 32 x 25 elbow 75 25 mm u / s 76 32 mm tee 77 electric welding of 15 mm dianipple in 25 mm dia gi pipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 78 in 15 mm dia. gi nipple 79 cost of 15 mm dia. gi. socket 80 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1 nox 9:0am to 5:00pm ) gr. ii 81 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 82 d. peyaoo 83 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 84 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 85 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 86 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 87 e. spreading water over laid sand 88 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 89 b ) labour charge for 1 place x 30 dasys ( unskiled labour ) 90 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 91 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 92 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete.bricks up to 15 k.m. 93 sand up to 15 k.m. 94 stone chips up to 15 k.m. 95 cement up to 15 k.m. 96 add gst @ 12% 97 add 1 % labour cess...

Drinking Water And Sanitation Department - Jharkhand

32563234 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 atsaheb yadaw to near udaypura ( plant no. 03 to nearplant no. 05 ) under d.w & s. division, deoghar for the year 2022 23group no. sm d 02 2 cleaning of site, cutting bushes dressing and leveling do etc all complete as per direction of e / i 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 7 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 8 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 9 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 10 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 11 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 12 ( i ) 25 mm dia pvc pipe. 13 laying of pvc pipes of approved make on wall and roof with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) 14 ( i ) 15 mm dia pvc pipe 15 ( i ) 20 mm dia pvc pipe 16 ( ii ) 25 mm dia dia pvc pipe 17 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 18 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumber gr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 24 25 mm dia pvcpipe. ( rate of pvc pipe + laying cost charge ) 25 15 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvcelbow 29 32 mm dia u / s 30 25 mm dia u / s 31 25 x 25 x 15 mm diareducing tee 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm dia pvc coupler 37 32 mm dia pvc coupler 38 15 mmpvcshower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. quantity same as item no. 23 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm diapvcpipe ( rate of pvc pipe + laying cost charge ) 49 15 mm dia pvcpipe ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mmpvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia pvc fta 55 15 mm dia pvc fta 56 25 mm dia pvc elbow 57 15 mm diapvcelbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 60 supplying of following materials. mug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 indravarsha 66 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 67 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. as per item no. 35 68 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 69 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 70 laying & jointinggi / pvcpipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . a. 32 mm dia. pipe 71 b. 25 mm dia. pipe 72 supplying and fixing gifittings of approved make all complete as per specification and direction e / i. 32 mm elbow 73 32 mm nipple 74 32 mm u / s 75 25 mm plug 76 25 mm socket 77 32 x 25 r.s. 78 32 x 25 elbow 79 25 mm u / s 80 32 mm tee 81 electric welding of 15 mm dia x nipple in 25 mm dia gipipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 82 cost of 15 mm dia. gi. socket 83 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1no. x 30 days 9:00am to 5:00pm ) gr. ii 84 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 85 peyaoo 86 earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 87 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . 88 providing designation 75 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. 89 providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. 90 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15 mm depth, curing, taxes and royality all complete as per building specification and direction of e / i. 91 providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i 92 reinforced cement concrete work in beams, suspended floor, roofs, having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded aggregate 20mm nominal size ) 93 providing tor steel reinforcement of 8 mm 10 mm dia bars as per approved design and drawing cutting, bending and binding with annealed wire including the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. ( a ) 8 mm & 10 mm 94 providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. 95 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 96 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 97 providing pump operatorfor operating motor for supplying water forpeyaoo. ( 1no.x 30 days gr. ii 98 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 99 providing two coat of snowmen of approved shade and makes over a coat of cement primer on new surface including prepering the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of e / i. 100 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including f / fixing bib cock, stop cock, gi nipple, tee, elbow, socket, r.socket, union socket, plug, gun metal full way valve, pvc sch 80 pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 101 spreading water over laid sand 102 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela.a ) cost of flexible pvc pipe 103 b ) labour charge for 1 place x 30 dasys ( unskild labour ) 104 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 105 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 106 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 107 sand up to 15 k.m. 108 stone chips up to 15 k.m. 109 cement up to 15 k.m. 110 steel up to 15 k.m. 111 add gst @ 12% 112 add 1 % labour cess...

Eastern Coal Fields Ltd - Jharkhand

32533280 annual contract for garbage grass shrubs cleaning of road surface, septic tank, inspection chamber, drain and jungle / grass cutting in d type outside area of mpi building shopping complex and 20 seater at urjanager colony under rajmahal area. ...

Drinking Water And Sanitation Department - Jharkhand

32408422 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 at dhawaghat to nearbank prashashnik bhawan ( plant no. 09 to near plant no 11 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 05 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 4 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . 5 providing designation 75 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. 6 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 7 supplying materials and construction of brick masonry drain 150 mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c ( 1:3:6 ) over a brick flat soling, apron laying brick work in c.m ( 1:6 ) . 12mm cement plaster ( 1:3 ) with punning on exposed surface all complete job as per specification and direction of e / lnear plant no. 02 8 dewatering the existing well in kamariya path desilting the rubbish accumulate and disposal of spoils to a safe distance providing alum & bleaching powder etc. all complete as per direction of e / i.a. dewatering: 5 h.p diesel pump 8 hrs. per day 9 b.supplying equipment and labour for desilting the well all complete as per specification and direction of e / i. 10 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 11 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 12 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 13 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 14 supplying all materials labour doing repairing of jet pump etc. all complete including replacement of water seal etc. all complete. 15 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 16 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 17 cost towards fittingfixing jet pump on angle fixed in walls of well, cutting and making good the same as per direction of e / i. ( with clamp ) 18 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 19 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 20 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 32 mm dia pvc pipe. ( 2 x 10.00 mtr. = 20.00 mtr. ) 21 ( ii ) 25 mm dia pvc pipe. ( 2 x 9.00 mtr. = 20.00 mtr. ) 22 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe – 23 ( i ) 20 mm dia pvc pipe – 24 ( ii ) 25 mm dia dia pvc pipe – 25 cost towards engaging pump opratar gr.iicum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 26 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 27 electric mistrygr. ii 28 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 29 25 mm dia pvc pipe ( rate of pvc pipe + laying cost charge ) 30 15 mm dia pvcpipe ( rate of pvc pipe + laying cost charge ) 31 15 mm dia pvc elbow 32 32 mm dia pvc u / s 33 25 mm dia pvc u / s 34 25 x 25 x 15 mm dia pvc tee 35 15 mm dia pvc fta 36 15 mm dia pvc coupler 37 25 mm diapvc coupler 38 32 mm diapvc coupler 39 15 mm pvc shower 40 15 mm p.v.c bib cock 41 32 x 32 x 25 mm dia tee pvc 42 sanitary installation 43 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 44 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 45 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 46 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 47 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 15 mm dia fta 55 25 mm dia pvc elbow 56 15 mm diapvc elbow 57 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 58 providing one coat of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 59 supplying of following materials. mug 60 plasticbucket 61 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . 62 providing designation 75 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. 63 dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 64 providing r.c.c. with nominal mix of ( 1:1.5:3 ) in stiffeners with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of f.m. 2.5 to 3 including shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. 65 providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. 66 providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. 67 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 68 indravarsha 69 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 70 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 71 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same. ( 2 x 132.00 mtr. ) 72 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 73 laying & jointing gi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . a. 32 mm dia.pipe 74 b. 25 mm dia. pipe 75 supplying and fixing gi fittings of approved make all complete as per specification and direction e / i. 32 mm u / s 76 25 mm socket 77 32 x 25 r.s. 78 32 x 25 elbow 79 25 mm u / s 80 32 mm tee 81 electric welding of 15 mm dia x nipple in 25 mm dia gipipe after making hole of 20 mm dia including cost ofnipple.in 32 mm dia. pipe 82 in 15 mm dia. gi nipple 83 cost of 15 mm dia. gi. socket 84 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 85 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. gr. ii ( 1 no.x 30 days ) 9:00 am to 5:00pm 86 peyaoo 87 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 88 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 89 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 90 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 91 spreading water over laid sand 92 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 93 b ) labour charge for1 place x 30 dasys ( unskild labour ) 94 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 95 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 96 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 97 sand up to 15 k.m. 98 stone chips up to 15 k.m. 99 cement up to 15 k.m. 100 steel up to 15 k.m. 101 add gst @ 12% 102 add 1 % labour cess...

Drinking Water And Sanitation Department - Jharkhand

32408413 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela atbank prashashnik bhawanto near sarasani ( plant no. 11 to near plant no 13 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 06 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 column of bank plantearth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 4 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. 5 providing designation 75 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. 6 reinforced cement concree work in walls ( any thickness ) including attached pilasters, buttresses plinth and tring course, fillets, columns, pillars, piers, abutment, posts and struts etc. above plinth level up to floor five level excluding cost of centring, shutteringfinishing and reinforcement. :1.5:3 ( 3 graded stone aggregate 20mm nominal size ) 7 providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. 8 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 9 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 10 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 11 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 12 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 13 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 14 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 15 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 16 cost towards fittingfixing jet pump on angle fixed in walls of well, cutting and making good the same as per direction of e / i. ( with clamp ) 17 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 18 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 19 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost and taken out the same after mela ) . ( i ) 32 mm dia pvc pipe. ( 2 x 20.00 mtr. = 40 mtr. ) 20 ( ii ) 25 mm dia pvc pipe. ( 2 x 15.00 mtr. = 30 mtr. ) 21 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe ( 2 x 15.00 mtr. = 30 mtr. ) 22 ( i ) 20 mm dia pvc pipe ( 2 x 10.00 mtr. = 20 mtr. ) 23 ( ii ) 25 mm dia dia pvc pipe ( 2 x 3.00 mtr. = 30 mtr. ) 24 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 25 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumber gr. ii 26 electric mistrygr. ii 27 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 28 25 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 29 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 30 32 mm dia pvc elbow 31 25 mm dia pvcelbow 32 15 mm dia pvc elbow 33 32 mm dia u / s pvc 34 25 mm dia u / s pvc 35 25 x 25 x 15 mm dia reducing tee pvc 36 15 mm dia pvc fta 37 15 mm dia pvc coupler 38 25 mm diapvc coupler 39 32 mm diapvc coupler 40 15 mm pvc shower 41 15 mm p.v.c bib cock 42 32 x 32 x 25 mm dia tee pvc 43 sanitary installation 44 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 45 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 46 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 47 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia fta 55 15 mm dia fta 56 25 mm dia pvc elbow 57 15 mm diapvc elbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 59 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 60 supplying of following materials.mug 61 plasticbucket 62 supplying and filling stone dust around urinal and bathing area ls 63 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 64 indravarsha 65 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 66 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 67 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same. ( 2 x 236.00 mtr. ) 68 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 69 laying & jointinggi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) .a. 32 mm dia.pipe 70 b. 25 mm dia. pipe 71 supplying and fixing gifittings of approved make all complete as per specification and direction e / i. 32 mm elbow 72 32 mm u / s 73 25 mm plug 74 25 mm socket 75 32 x 25 r.s. 76 32 x 25 elbow 77 25 mm u / s 78 32 mm tee 79 electric welding of 15 mm dia x nipple in 25 mm diagipipe after making hole of 20 mm dia including cost ofnipple. in 25mm dia. pipe 80 in 15 mm dia. gi nipple 81 cost of 15 mm dia. gi. socket 82 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 83 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. gr. ii ( 01 no. x 30 days ) 9:00am to 5:00pm 84 peyaoo04 no. 85 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 86 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 87 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 88 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 6 x 1000 litr.= 6000 ltr. 89 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 90 spreading water over laid sand 91 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 92 b ) labour charge for 1no. 30 dasys ( 9:00am to 5:00pm ) 93 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 94 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 95 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 96 sand up to 15 k.m. 97 stone chips up to 15 k.m. 98 cement up to 15 k.m. 99 steel up to 15 k.m. 100 add gst @ 12% 101 add 1 % labour cess...

Drinking Water And Sanitation Department - Jharkhand

32408393 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani melaat sarasani 1 to sarasani 2 ( plant no. 13 toplant no. 14 ) under d.w & s. division , deoghar in the year 2022 23 for the year 2022 23group no. sm d 07 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 7 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 8 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 9 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 10 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 11 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 12 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 32 mm dia pvc pipe. ( 2 x 21.00 mtr. ) 13 ( i ) 25 mm dia pvc pipe. ( 2 x 5.00 mtr. ) 14 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe ( 2 x 15.00 mtr. ) 15 ( i ) 20 mm dia pvc pipe ( 2 x 10.00 mtr. ) 16 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 17 cost towards engagingplumberelectric mistry one including contractor profit. ( 10% ) plumbergr. ii 18 electric mistry gr. ii 19 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 20 25 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 21 15 mm diapvcpipe. ( rate of pvc pipe + laying cost charge ) 22 32 mm dia pvc elbow 23 25 mm dia pvcelbow 24 15 mm dia pvc elbow 25 32 mm dia u / s pvc 26 25 mm dia u / s pvc 27 25 x 25 x 15 mm dia reducing tee pvc 28 32 mm dia pvc fta 29 25 mm dia pvc fta 30 15 mm dia pvc fta 31 15 mm dia pvc coupler 32 25 mm diapvc coupler 33 32 mm diapvc coupler 34 15 mm pvc shower 35 15 mm p.v.c bib cock 36 32 x 32 x 25 mm dia tee pvc 37 sanitary installation 38 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 39 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i.as per item no 16 40 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 41 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 42 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 43 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 44 25 x 25 x 15 mm pvc tee 45 25 mm dia pvc coupler 46 15 mm dia pvc coupler 47 25 mm dia pvc u / socket 48 25 mm dia fta 49 15 mm dia fta 50 25 mm dia pvc elbow 51 15 mm diapvc elbow 52 15 mm dia pvc plug 53 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 54 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 55 supplying of following materials. mug 56 plasticbucket 57 providing designation 75 a brick work in c.m. ( 1:6 ) in s / s with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15 mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 58 supplying materials and labours for constructing inspection chamber of designation class 75b bricks size 750 mm deep, 600 x 450 mm internal dimension having 250 mm wall thickness in cement mortar ( 1:6 ) including 12 mm cement plaster ( 1:4 ) with punning on inside and cement plaster ( 1:6 ) with 600 x 475 mm g.i. cover with frame ( weight not less than 36kg. ) alongwith earth work in excavation and 80 mm thick p.c.c. ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. 59 earthwork in trench cutting in ordinarysoil as earthen drain size 750 mm wide and 600 mm deep ( vide classification of soil item a ) for drain out over flow water of soak pit to a safe distance ) all complete as per directionofe / i. 60 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i. 61 providing designation 75 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. 62 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 63 indravarsha 64 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 65 earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i.as per item no. 27 66 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same ( 2 x 9.00 mtr. ) 67 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 68 laying & jointing pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . 32 mm dia. pipe ( 2x 24 mtr. ) 69 25 mm dia. pipe ( 2 x 18 mtr. ) 70 supplying and fixing pvc fittings of approved make all complete as per specification and direction e / i.. 32 mm nipple 71 32 mm elbow 72 32 mm u / s 73 25 mm plug 74 25 mm socket 75 32 x 25 r.s. 76 32 x 25 elbow 77 25 mm u / s 78 32 mm tee 79 electric welding of 15 mm dianipple in 25 mm dia pvc pipe after making hole of 20 mm dia including cost ofnipple. in 25 mm dia. pipe 80 in 15 mm dia. gi nipple 81 cost of 15 mm dia. gi. socket 82 peyaoo 83 peyaoo wall column earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 84 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. 85 providing designation 75 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. 86 reinforced cement concree work in walls ( any thickness ) including attached pilasters, buttresses plinth and tring course, fillets, columns, pillars, piers, abutment, posts and struts etc. above plinth level up to floor five level excluding cost of centring, shutteringfinishing and reinforcement. :1.5:3 ( 3 graded stone aggregate 20mm nominal size ) 87 providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. 88 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 89 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 90 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 91 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 92 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 93 spreading water over laid sand 94 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 95 b ) labour charge for 1no. x 30 days = ( unskild labour ) 96 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 97 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 98 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 99 sand up to 15 k.m. 100 stone chips up to 15 k.m. 101 cement up to 15 k.m. 102 steel up to 15 k.m. 103 add gst @ 12% 104 add 1 % labour cess...

Drinking Water And Sanitation Department - Jharkhand

32408387 supplying of materials, tools, plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani melaat near sarasani 2 tokhijuriya school ( near plant no. 14 toplant no. 16 ) under d.w & s. division , deoghar in the year 2022 23 for the year 2022 23group no. sm d 08 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 supplying and filling stone dust around urinal and bathing area at khijuriya plant 4 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 5 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 6 dismantling r.c.c. work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i.. 7 reinforced cement concrete work in beams, suspended floor, roofs, having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded aggregate 20mm nominal size ) 8 providing tor steel reinforcement of 8 mm 10 mm dia bars as per approved design and drawing cutting, bending and binding with annealed wire including the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. ( a ) 8 mm & 10 mm 9 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 10 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 11 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 12 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 13 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 14 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 15 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 16 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 32 mm dia pvc pipe. ( 2 x 15. mtr. ) 17 ( i ) 25 mm dia pvc pipe. ( 2 x 15 mtr. ) 18 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe ( 2 x 15 mtr. ) 19 ( i ) 20 mm dia pvc pipe ( 2 x 10 mtr. ) 20 ( ii ) 25 mm dia dia pvc pipe ( 2 x 6 mtr. ) 21 cost towards engaging pump operatar cum water spreader on laid sand for operating and spreading water on sand etc.all complete job gr. ii. 22 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 23 electric mistry gr. ii 24 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 25 25 mm diapvc pipe . ( rate of pvc pipe + laying cost charge ) 26 15 mm diapvcpipe . ( rate of pvc pipe + laying cost charge ) 27 25 mm dia pvcelbow 28 15 mm dia pvc elbow 29 32 mm dia u / s pvc 30 25 mm dia u / s pvc 31 25 x 25 x 15 mm dia reducing tee pvc 32 15 mm dia pvc fta 33 15 mm dia pvc coupler 34 25 mm diapvc coupler 35 32 mm diapvc coupler 36 15 mm pvc shower 37 15 mm p.v.c bib cock 38 32 x 32 x 25 mm dia tee pvc 39 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning and preparing the wall etc. all complete. 40 providing one coats of oil bound distemper of approved shade and make over old surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 41 sanitary installation 42 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 43 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room.25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 47 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 48 25 x 25 x 15 mm pvc tee 49 25 mm dia pvc coupler 50 15 mm dia pvc coupler 51 25 mm dia pvc u / socket 52 25 mm dia fta 53 15 mm dia fta 54 25 mm dia pvc elbow 55 15 mm diapvc elbow 56 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 57 providing one coat of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 58 supplying of following materials .mug 59 balti –plastic 60 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 61 providing 150 mm wide brick drain in cement mortar ( 1:6 ) with av 150 mm clear depth and 125 mm apron including cost of e / w involved, with 75 mm cement concrete ( 1:4:8 ) over one brick designation 100 a flat soling in proper grade and slope at the base, the drain duly plastered in c.m ( 1:3 ) with punning over exposed surface all complete asper building specification direction of e / i. 62 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 63 indravarsha 64 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 65 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 66 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same ( 2 x 147.00 mtr. ) 67 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 68 laying & jointing pvc pipe in hanging position ovar support and taking out the same after end of shrawani mela ( pipe supplied departmentally free of cost ) ( a ) 32 mm dia. pvc pipe ( 2 x 351.00 mtr. ) 69 ( b ) 25 mmdia. hanging pvc pipe ( 2x 198.00 mtr. ) 70 supplying and fixing gi fittings of approved make all complete as per specification and direction e / i. 32 mm elbow 71 32 mm u / s 72 25 mm plug 73 25 mm socket 74 32 x 25 r.s. 75 32 x 25 elbow 76 25 mm u / s 77 32 mm tee 78 electric welding of 15 mm dianipple in 25 mm dia pvc pipe after making hole of 20 mm dia including cost ofnipple. in 25 mm dia. pipe 79 in 15 mm dia. gi nipple 80 cost of 15 mm dia. gi. socket 81 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 82 providing pump operatorfor operating motor for supplying water forindra varsha. 83 peyaoo 84 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 85 providing two coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 86 providingtwocoat of snowmen of approved shade and makes over a coat of cement primer on new surface including prepering the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of e / i. 87 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including f / fixing bib cock, stop cock, gi nipple, tee, elbow, socket, r.socket, union socket, plug, gun metal full way valve, pvc sch 80 pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 88 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 89 spreading water over laid sand 90 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. from 9a.mto 5p.m a ) cost offlexiblepvcpipe 91 b ) labour charge for 1 nos x 30 days 92 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 93 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 94 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete.bricks up to 15 k.m. 95 sand up to 15 k.m. 96 stone chips up to 15 k.m. 97 cement up to 15 k.m. 98 steel up to 15 k.m. 99 add gst @ 12% 100 add 1 % labour cess...

Drinking Water And Sanitation Department - Jharkhand

32408351 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 at dumma boarder to nearsaheb yadaw ( plant no. 01near plant no. 03 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 01 1 a. water supply & sanitation 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 providing designation 75 a brick work in c.m. ( 1:4 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 7 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 8 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 9 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 10 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 11 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 12 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 13 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 14 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 15 ( i ) 25 mm dia pvc pipe. 16 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 15 mm dia pvc pipe 17 ( i ) 20 mm dia pvc pipe 18 ( ii ) 25 mm dia dia pvc pipe 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. grade ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 24 25 mm diapvc pipe . ( rate of pvc pipe + laying cost charge ) 25 15 mm diapvcpipe . ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvc elbow 29 32 mm dia u / s pvc 30 25 mm dia u / s pvc 31 25 x 25 x 15 mm dia reducing tee pvc 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm diapvc coupler 37 32 mm diapvc coupler 38 15 mm pvc shower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 b. sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room ( wall ) 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia fta 55 15 mm dia fta 56 25 mm dia pvc elbow 57 15 mm diapvc elbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 60 supplying of following materialsmug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 66 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 67 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 68 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 69 laying & jointing gi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) a. 32 mm dia. pipe 70 b.25 mm dia. pipe 71 supplying and fixing gifittings of approved make all complete as per specification and direction e / i.. 32 mm u / s 72 25 mm socket 73 32 x 25 r.s. 74 32 x 25 elbow 75 25 mm u / s 76 32 mm tee 77 electric welding of 15 mm dianipple in 25 mm dia gi pipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 78 in 15 mm dia. gi nipple 79 cost of 15 mm dia. gi. socket 80 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1 nox 9:0am to 5:00pm ) gr. ii 81 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 82 d. peyaoo 83 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 84 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 85 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 86 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 87 e. spreading water over laid sand 88 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 89 b ) labour charge for 1 place x 30 dasys ( unskiled labour ) 90 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 91 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 92 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete.bricks up to 15 k.m. 93 sand up to 15 k.m. 94 stone chips up to 15 k.m. 95 cement up to 15 k.m. 96 add gst @ 12% 97 add 1 % labour cess...

Drinking Water And Sanitation Department - Jharkhand

32408346 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 atsaheb yadaw to near udaypura ( plant no. 03 to nearplant no. 05 ) under d.w & s. division, deoghar for the year 2022 23group no. sm d 02 2 cleaning of site, cutting bushes dressing and leveling do etc all complete as per direction of e / i 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 7 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 8 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 9 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 10 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 11 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 12 ( i ) 25 mm dia pvc pipe. 13 laying of pvc pipes of approved make on wall and roof with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) 14 ( i ) 15 mm dia pvc pipe 15 ( i ) 20 mm dia pvc pipe 16 ( ii ) 25 mm dia dia pvc pipe 17 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 18 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumber gr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 24 25 mm dia pvcpipe. ( rate of pvc pipe + laying cost charge ) 25 15 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvcelbow 29 32 mm dia u / s 30 25 mm dia u / s 31 25 x 25 x 15 mm diareducing tee 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm dia pvc coupler 37 32 mm dia pvc coupler 38 15 mmpvcshower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. quantity same as item no. 23 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm diapvcpipe ( rate of pvc pipe + laying cost charge ) 49 15 mm dia pvcpipe ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mmpvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia pvc fta 55 15 mm dia pvc fta 56 25 mm dia pvc elbow 57 15 mm diapvcelbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 60 supplying of following materials. mug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 indravarsha 66 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 67 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. as per item no. 35 68 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 69 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 70 laying & jointinggi / pvcpipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . a. 32 mm dia. pipe 71 b. 25 mm dia. pipe 72 supplying and fixing gifittings of approved make all complete as per specification and direction e / i. 32 mm elbow 73 32 mm nipple 74 32 mm u / s 75 25 mm plug 76 25 mm socket 77 32 x 25 r.s. 78 32 x 25 elbow 79 25 mm u / s 80 32 mm tee 81 electric welding of 15 mm dia x nipple in 25 mm dia gipipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 82 cost of 15 mm dia. gi. socket 83 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1no. x 30 days 9:00am to 5:00pm ) gr. ii 84 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 85 peyaoo 86 earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 87 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . 88 providing designation 75 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. 89 providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. 90 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15 mm depth, curing, taxes and royality all complete as per building specification and direction of e / i. 91 providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i 92 reinforced cement concrete work in beams, suspended floor, roofs, having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded aggregate 20mm nominal size ) 93 providing tor steel reinforcement of 8 mm 10 mm dia bars as per approved design and drawing cutting, bending and binding with annealed wire including the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. ( a ) 8 mm & 10 mm 94 providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. 95 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 96 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 97 providing pump operatorfor operating motor for supplying water forpeyaoo. ( 1no.x 30 days gr. ii 98 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 99 providing two coat of snowmen of approved shade and makes over a coat of cement primer on new surface including prepering the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of e / i. 100 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including f / fixing bib cock, stop cock, gi nipple, tee, elbow, socket, r.socket, union socket, plug, gun metal full way valve, pvc sch 80 pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 101 spreading water over laid sand 102 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela.a ) cost of flexible pvc pipe 103 b ) labour charge for 1 place x 30 dasys ( unskild labour ) 104 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 105 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 106 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 107 sand up to 15 k.m. 108 stone chips up to 15 k.m. 109 cement up to 15 k.m. 110 steel up to 15 k.m. 111 add gst @ 12% 112 add 1 % labour cess...

Road Construction Department - Jharkhand

32318583 basic rate of materials for road construction department, jharkhand 1 m 001 m 004 coarse sand at quarry ( equivalent to koilwar sand ) 2 m 002 m 006 fine sand at quarry 3 m 003 m 007 moorum at quarry 4 m 004 m 021 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 m 005 m 034 aggregates 45 mm to 22.4 mm at quarry 6 m 006 m 035 aggregates 53 mm to 2.8 mm at quarry 7 m 007 m 036 aggregates 53 mm to 22.4 mm at quarry 8 m 008 m 038 aggregates 63 mm to 45 mm at quarry 9 m 009 m 039 aggregates 90 mm to 45 mm at quarry 10 m 010 m 040 aggregates 10 mm to 5 mm at quarry 11 m 011 m 043 aggregates 13.2 mm to 5.6 mm at quarry 12 m 012 m 046 aggregates 25 mm to 10 mm at quarry 13 m 016 m 001 stone boulder of size 150 mm and below at quarry 14 m 017 m 002 supply of quarried stone 150 200 mm size for hand broken at quarry 15 m 018 m 003 boulder with minimum size of 300 mm for pitching at quarry 16 m 019 m 008 gravel / quarry spall at quarry 17 m 020 m 009 granular material or hard murrum for gsb works at quarry 18 m 021 m 012 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 m 022 m 013 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 m 023 m 017 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 m 024 m 022 coarse graded granular sub base material 2.36 mm & below at quarry 22 m 025 m 024 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 m 026 m 025 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 m 027 m 027 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 m 028 m 030 aggregates below 5.6 mm at quarry 26 m 029 m 031 aggregates 22.4 mm to 2.36 mm at quarry 27 m 030 m 033 aggregates 45 mm to 2.8 mm at quarry 28 m 031 m 037 aggregates 63 mm to 2.8 mm at quarry 29 m 032 m 041 aggregates 11.2 mm to 0.09 mm at quarry 30 m 033 m 042 aggregates 13.2 mm to 0.09 mm at quarry 31 m 034 m 044 aggregates 13.2 mm to 10 mm at quarry 32 m 035 m 045 aggregates 20 mm to 10 mm at quarry 33 m 036 m 048 aggregates 37.5 mm to 19 mm at quarry 34 m 037 m 049 aggregates 37.5 mm to 25 mm at quarry 35 m 038 m 050 aggregates 6 mm nominal size at quarry 36 m 039 m 051 aggregates 10 mm nominal size at quarry 37 m 040 m 052 aggregates 13.2 / 12.5 mm nominal size at quarry 38 m 041 m 053 aggregates 20 mm nominal size at quarry 39 m 042 m 055 aggregates 40 mm nominal size at quarry 40 m 043 m 056 ac pipe 100 mm dia 41 m 045 m 061 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 m 046 m 062 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 m 047 m 066 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 m 052 m 084 compressible fibre board ( 20mm thick ) 45 m 053 m 086 copper plate ( 12m long x 250mmwide ) 46 m 055 m 090 curing compound 47 m 056 m 092 earth cost or compensation for earth taken from private land 48 m 057 m 093 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 m 058 m 094 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 m 065 m 132 pavement marking paint 51 m 066 m 144 pre moulded asphalt filler board 52 m 071 m 162 seeds 53 m 072 m 164 separation membrane of impermeable plastic sheeting 125 micron thick 54 m 073 m 167 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 m 076 m 180 super plastisizer admixture is marked as per 9103 1999 56 m 077 m 186 traffic cones with 150 mm reflective sleeve 57 m 080 m 011 fly ash conforming to is: 3812 ( part ii & i ) at source 58 m 081 m 014 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 m 082 m 015 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 m 083 m 016 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 m 084 m 018 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 m 085 m 019 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 m 086 m 020 close graded granular sub base material 2.36 mm at quarry 64 m 087 m 023 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 m 088 m 026 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 m 089 m 028 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 m 090 m 029 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 m 091 m 032 aggregates 22.4 mm to 5.6 mm at quarry 69 m 092 m 047 aggregates 19 mm to 6 mm at quarry 70 m 093 m 054 aggregates 25 mm nominal size at quarry 71 m 094 m 057 acrylic polymer bonding coat 72 m 095 m 058 alluminium paint 73 m 096 m 059 aluminium alloy plate 2mm thick 74 m 097 m 064 bearing ( cost of parts ) 75 m 098 m 065 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 m 099 m 067 bearing ( forged steel roller bearing of 250 tonne ) 77 m 100 m 068 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 m 101 m 069 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 m 102 m 070 bearing ( supply of sliding plate bearing of 80 tonne ) 80 m 103 m 071 bentonite 81 m 108 m 085 connectors / staples 82 m 110 m 091 delineators from isi certified firm as per the standard drawing given in irc 79 83 m 111 m 095 epoxy compound with accessories for preparing epoxy mortar 84 m 112 m 096 epoxy mortar 85 m 113 m 097 epoxy primer 86 m 114 m 098 epoxy resin hardner mix for prime coat 87 m 115 m 099 flag of red color cloth 600 x 600 mm 88 m 116 m 100 flowering plants 89 m 120 m 105 geo grids 90 m 121 m 106 geomembrane 91 m 122 m 107 geonets 92 m 123 m 108 geotextile 93 m 124 m 109 geotextile filter fabric 94 m 127 m 112 grass ( doob ) 95 m 128 m 113 grass ( fine ) 96 m 131 m 116 hedge plants 97 m 133 m 118 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 m 135 m 120 joint sealant compound 99 m 136 m 122 ldo for steam curing 100 m 139 m 127 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 m 140 m 128 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 m 142 m 133 paving fabric 103 m 143 m 134 perforated geosynthetic pipe 150 mm dia 104 m 144 m 135 perforated pipe of cement concrete, internal dia 100 mm 105 m 145 m 136 pesticide 106 m 146 m 137 pipes 200 mm dia, 2.5 m long for drainage 107 m 147 m 138 plastic sheath, 1.25 mm thick for dowel bars 108 m 149 m 140 polymer braids 109 m 150 m 141 pre moulded joint filler, 25 mm thick for expansion joint. 110 m 151 m 142 pre coated stone chips of 13.2 mm nominal size 111 m 152 m 143 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 m 153 m 145 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 m 155 m 147 quick setting compound 114 m 157 m 152 reflectorising glass beads 115 m 162 m 157 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 m 163 m 158 rivets 117 m 164 m 160 sapling 2 m high 25 mm dia 118 m 165 m 161 scrap tyres of size 900 x 20 119 m 166 m 163 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 m 167 m 165 sheathing duct 121 m 168 m 166 shrubs 122 m 172 m 172 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 m 177 m 178 strip seal expansion joint 124 m 179 m 181 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 m 234 bitumen paint 126 m 339 aggregate size 45 mm to 2.36mm 127 m 340 m 034 aggregate size 45 mm to 22.4 mm 128 m 341 aggregate size 2.36mm to .075 mm 129 m 342 m 032 aggregate size 22.4 mm to 5.6 mm 130 m 343 m 038 aggregate size 63 mm to 45 mm 131 m 344 aggregate size below 5.0 mm 132 m 404 well graded granular sub base material 53 mm to 9.5 mm 133 m 405 well graded granular sub base material 26.5 mm to 9.5 mm 134 m 406 well graded granular sub base material 26.5 mm to 4.75 mm 135 m 407 well graded granular sub base material 9.5 mm to 4.75 mm 136 m 408 well graded granular sub base material 9.5 mm to 2.36 mm 137 m 409 well graded granular sub base material 4.75mm to 2.36 mm 138 m 410 well graded granular sub base material 2.36 mm below 139 m 411 stone chips 12 mm size 140 m 412 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 m 1068 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 m 1069 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 m 1070 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 m 1071 stone aggregate for seal coat 150 m 1072 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 m 1073 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) ...

Road Construction Department - Jharkhand

32305763 notice inviting e quotation for rcd road division dumka sor notice inviting e coarse aggregates for wet mix macadam for sub base/base courses 1 m 001 m 004 coarse sand at quarry (equivalent to koilwar sand) 2 m 002 m 006 fine sand at quarry 3 m 003 m 007 moorum at quarry 4 m 004 m 021 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 m 005 m 034 aggregates 45 mm to 22.4 mm at quarry 6 m 006 m 035 aggregates 53 mm to 2.8 mm at quarry 7 m 007 m 036 aggregates 53 mm to 22.4 mm at quarry 8 m 008 m 038 aggregates 63 mm to 45 mm at quarry 9 m 009 m 039 aggregates 90 mm to 45 mm at quarry 10 m 010 m 040 aggregates 10 mm to 5 mm at quarry 11 m 011 m 043 aggregates 13.2 mm to 5.6 mm at quarry 12 m 012 m 046 aggregates 25 mm to 10 mm at quarry 13 m 016 m 001 stone boulder of size 150 mm and below at quarry 14 m 017 m 002 supply of quarried stone 150 200 mm size for hand broken at quarry 15 m 018 m 003 boulder with minimum size of 300 mm for pitching at quarry 16 m 019 m 008 gravel/quarry spall at quarry 17 m 020 m 009 granular material or hard murrum for gsb works at quarry 18 m 021 m 012 filter media/filter material as per table 300 3 (mort&h specification) at quarry 19 m 022 m 013 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 m 023 m 017 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 m 024 m 022 coarse graded granular sub base material 2.36 mm & below at quarry 22 m 025 m 024 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 m 026 m 025 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 m 027 m 027 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 m 028 m 030 aggregates below 5.6 mm at quarry 26 m 029 m 031 aggregates 22.4 mm to 2.36 mm at quarry 27 m 030 m 033 aggregates 45 mm to 2.8 mm at quarry 28 m 031 m 037 aggregates 63 mm to 2.8 mm at quarry 29 m 032 m 041 aggregates 11.2 mm to 0.09 mm at quarry 30 m 033 m 042 aggregates 13.2 mm to 0.09 mm at quarry 31 m 034 m 044 aggregates 13.2 mm to 10 mm at quarry 32 m 035 m 045 aggregates 20 mm to 10 mm at quarry 33 m 036 m 048 aggregates 37.5 mm to 19 mm at quarry 34 m 037 m 049 aggregates 37.5 mm to 25 mm at quarry 35 m 038 m 050 aggregates 6 mm nominal size at quarry 36 m 039 m 051 aggregates 10 mm nominal size at quarry 37 m 040 m 052 aggregates 13.2/12.5 mm nominal size at quarry 38 m 041 m 053 aggregates 20 mm nominal size at quarry 39 m 042 m 055 aggregates 40 mm nominal size at quarry 40 m 043 m 056 ac pipe 100 mm dia 41 m 045 m 061 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 m 046 m 062 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth (5th revision) 43 m 047 m 066 bearing (elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,) 44 m 052 m 084 compressible fibre board(20mm thick) 45 m 053 m 086 copper plate (12m long x 250mmwide) 46 m 055 m 090 curing compound 47 m 056 m 092 earth cost or compensation for earth taken from private land 48 m 057 m 093 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 (part ii), 49 m 058 m 094 electric detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each 50 m 065 m 132 pavement marking paint 51 m 066 m 144 pre moulded asphalt filler board 52 m 071 m 162 seeds 53 m 072 m 164 separation membrane of impermeable plastic sheeting 125 micron thick 54 m 073 m 167 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 m 076 m 180 super plastisizer admixture is marked as per 9103 1999 56 m 077 m 186 traffic cones with 150 mm reflective sleeve 57 m 080 m 011 fly ash conforming to is: 3812 ( part ii & i) at source 58 m 081 m 014 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 m 082 m 015 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 m 083 m 016 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 m 084 m 018 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 m 085 m 019 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 m 086 m 020 close graded granular sub base material 2.36 mm at quarry 64 m 087 m 023 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 m 088 m 026 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 m 089 m 028 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 m 090 m 029 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 m 091 m 032 aggregates 22.4 mm to 5.6 mm at quarry 69 m 092 m 047 aggregates 19 mm to 6 mm at quarry 70 m 093 m 054 aggregates 25 mm nominal size at quarry 71 m 094 m 057 acrylic polymer bonding coat 72 m 095 m 058 alluminium paint 73 m 096 m 059 aluminium alloy plate 2mm thick 74 m 097 m 064 bearing (cost of parts) 75 m 098 m 065 bearing (cast steel rocker bearing assembly of 250 tonne ) 76 m 099 m 067 bearing (forged steel roller bearing of 250 tonne) 77 m 100 m 068 bearing (pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components 78 m 101 m 069 bearing (ptfe sliding plate bearing assembly of 80 tonnes ) 79 m 102 m 070 bearing (supply of sliding plate bearing of 80 tonne) 80 m 103 m 071 bentonite 81 m 108 m 085 connectors/ staples 82 m 110 m 091 delineators from isi certified firm as per the standard drawing given in irc 79 83 m 111 m 095 epoxy compound with accessories for preparing epoxy mortar 84 m 112 m 096 epoxy mortar 85 m 113 m 097 epoxy primer 86 m 114 m 098 epoxy resin hardner mix for prime coat 87 m 115 m 099 flag of red color cloth 600 x 600 mm 88 m 116 m 100 flowering plants 89 m 120 m 105 geo grids 90 m 121 m 106 geomembrane 91 m 122 m 107 geonets 92 m 123 m 108 geotextile 93 m 124 m 109 geotextile filter fabric 94 m 127 m 112 grass (doob) 95 m 128 m 113 grass (fine) 96 m 131 m 116 hedge plants 97 m 133 m 118 hot applied thermoplastic compound (sp. gravity 2.10) 98 m 135 m 120 joint sealant compound 99 m 136 m 122 ldo for steam curing 100 m 139 m 127 modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 m 140 m 128 modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 m 142 m 133 paving fabric 103 m 143 m 134 perforated geosynthetic pipe 150 mm dia 104 m 144 m 135 perforated pipe of cement concrete, internal dia 100 mm 105 m 145 m 136 pesticide 106 m 146 m 137 pipes 200 mm dia, 2.5 m long for drainage 107 m 147 m 138 plastic sheath, 1.25 mm thick for dowel bars 108 m 149 m 140 polymer braids 109 m 150 m 141 pre moulded joint filler,25 mm thick for expansion joint. 110 m 151 m 142 pre coated stone chips of 13.2 mm nominal size 111 m 152 m 143 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 m 153 m 145 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 m 155 m 147 quick setting compound 114 m 157 m 152 reflectorising glass beads 115 m 162 m 157 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips) 116 m 163 m 158 rivets 117 m 164 m 160 sapling 2 m high 25 mm dia 118 m 165 m 161 scrap tyres of size 900 x 20 119 m 166 m 163 selected earth (including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum) 120 m 167 m 165 sheathing duct 121 m 168 m 166 shrubs 122 m 172 m 172 steel drum 300 mm dia 1.2 m high/empty bitumen drum 123 m 177 m 178 strip seal expansion joint 124 m 179 m 181 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 m 234 bitumen paint 126 m 339 aggregate size 45 mm to 2.36mm 127 m 340 m 034 aggregate size 45 mm to 22.4 mm 128 m 341 aggregate size 2.36mm to .075 mm 129 m 342 m 032 aggregate size 22.4 mm to 5.6 mm 130 m 343 m 038 aggregate size 63 mm to 45 mm 131 m 344 aggregate size below 5.0 mm 132 m 404 well graded granular sub base material 53 mm to 9.5 mm 133 m 405 well graded granular sub base material 26.5 mm to 9.5 mm 134 m 406 well graded granular sub base material 26.5 mm to 4.75 mm 135 m 407 well graded granular sub base material 9.5 mm to 4.75 mm 136 m 408 well graded granular sub base material 9.5 mm to 2.36 mm 137 m 409 well graded granular sub base material 4.75mm to 2.36 mm 138 m 410 well graded granular sub base material 2.36 mm below 139 m 411 stone chips 12 mm size 140 m 412 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 m 1068 (i) 6.7 mm size (passing through 11.2 mm and retained on 2.8 mm) chips. 142 (ii) stone metal for 75 mm bm (sieve designation 45 mm to 19 mm) 143 (iii) stone metal for 50 mm b.m. (sieve designation 26.5 mm to 19mm) 144 (iv) screening type a (13.2 mm) 145 (v) screening type b (11.2 mm) 146 (vi) key aggreagate for bsg (sieve designation 22.4 mm to 2.8 mm) 147 m 1069 key aggregate for bpm 75 mm thick (sieve designation 22.4 mm to2.8 mm) 148 m 1070 stone aggregate for dense bituminous (sieve designation 22.4 mm to 2.8 mm) 149 m 1071 stone aggregate for seal coat 150 m 1072 (i) seal coat type a (sieve designation 11.2 mm to 2.36 mm) 151 (ii) seal coat type b (sieve designation 2.36 mm to .018 mm) 152 (iii) stone aggregate for semidenes bituminous concrete grade i (sieve designation 19.0 mm to 0.075 mm) 153 (iv) stone aggregate for semidenes bituminous concrete grade ii (sieve designation 11.2 mm to 0.075 mm) 154 m 1073 stone aggregate for bituminous concrete (sieve designation 19 mm to .075 mm) ...

Central Coalfields Limited - Jharkhand

32086574 cutting and trimming of tree branches, / shrubs along with overhead lines ( 11kv pipradih feeder, 3.3kv domestic feeder, 440v overhead lines of 1b, 1c, new miners, hospital colony, pipradih colony, mahabir sthan, central colony, po office etc. of swg gv...

Public Works Roads Department - Jharkhand

31791868 hatinada khamar road from ch 0.00kmp to 21.866km maintenance & repair work of road flank by providing dressing and chichalling , cutting of shrubs and filling empty cement bags of balarampur highway...

Drinking Water And Sanitation Department - Jharkhand

31785622 construction of mini rural water supply scheme solar motor pump complete set in block giridih panchayat senadoni village tigojori svs group of scheme under jjm d.w.s. division, no 2 giridih for the year 2021 22 group no svs 06 , model: 1a, 1 no. , village: tigojori , tola: tigojori ii , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i ( mode of measurement compacted volume ) , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 200 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. ( bcd sor ) part a 7.2 c case 1 , ( a ) foundation for steel structure staging , footing , vertical pedestal , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , 10 mm dia , 12 mm dia , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging for ( 4.5m ) hdpe water storage tank& solar panel , providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete ( mjp 2019 2020 sec f item 6 ) , materials and labour for vinyl painting of matter given by department in different color ( as per market rate ) , installation of 2000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres capacity water storage tank ( dwsd item no 01 m ) , transportation charge , lifting of 2000 litrs capacity tank up to 4.5m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 10 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution main , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50 mm dia . , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , for distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. , full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model: 1b, 1 no. , village: tigojori , tola: tigojori i , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , hardware ( l.s. ) , information board for iec , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x50 x6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 12% gst , labour cess...

Drinking Water And Sanitation Department - Jharkhand

31785621 construction of mini rural water supply scheme solar motor pump complete set in block rajdhanwar panchayat balhara village karmatand svs group of scheme under jjm d.w.s. division, no 2 giridih for the year 2021 22 group no svs 11 construction of mini rural water supply scheme solar motor pump complete set in block rajdhanwar panchayat balhara village karmatand svs group of scheme under jjm d.w.s. division, no 2 giridih for the year 2021 22 group no svs 11 , model: 1b, 8 nos. , village: karmatand , tola: churkibar i & ii, dhalwa more i, ii & iii, rohaniya tand i, ii & iii , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , hardware ( l.s. ) , information board for iec , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x50 x6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 12% gst , labour cess...

Drinking Water And Sanitation Department - Jharkhand

31785619 construction of mini rural water supply scheme solar motor pump complete set in block giridih panchayat sihodih village bhalsumiya svs group of scheme under jjm d.w.s. division, no 2 giridih for the year 2021 22 group no svs 04 construction of mini rural water supply scheme solar motor pump complete set in block giridih panchayat sihodih village bhalsumiya svs group of scheme under jjm d.w.s. division, no 2 giridih for the year 2021 22 group no svs 04 , model: 1b, 1 no. , village: bhalsumiya , tola: khas , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , hardware ( l.s. ) , information board for iec , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x50 x6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 12% gst , labour cess...

Drinking Water And Sanitation Department - Jharkhand

31336207 karimati and adjoining village rural pipe water supply scheme under drinking water and sanitation division hazaribag karimati and adjoining village rural pipe water supply scheme under drinking water and sanitation division hazaribag , esrcapacity with staging 24 m 400 kl. , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and providing all labours andequipment for designing & construction ofesr all complete job. , 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 shaving capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and outside 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, outside, stainless steel ladder in contenor, c.i. manhole frame and covers, water level indicators, l ightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level , ms grill gate of 2m height with locking arrangement of approved design, b.b. masonary chambers for all valves ventilations shafts, providing and applying three coats acrylie emulsion with silicon edditives paint to the structure including roof slab, epoxy painting to internal surface and anti termite treatment for underground part soft the structure and giving satisfactory water tightness test as per is code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in chief. , providing spiral 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, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti termite treatment forunder ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ameof the scheme and other details on there servoir 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 2009 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, provision of internal bracing is obligatory. external bracings is also obligatory. , the entire structure shal be m / 250 mix only .however concrete in contract with water such as container base slab, walls, roofs slab & putting in water base area shall be in m300 , 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 sand valves including cost of jointing materials upto 5 m beyond outer face of outer most column. , 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. , esr ( capcity 400 kl ) with staging 24m , , construction of 1.5 mld wtp , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and providing all labours and necessary equipment for designing & construction ofunconventional wtp .with all complete job. , designing ( aesthetically ) , providingconstructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civilworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, andtrial fora periodof3 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 , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , gravity feed gas chlorinator with 100% standby. , 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 to 12 minutes to wash specified numbers of filter beds at time at 600 liters / m2 / m under head of 12 m 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 blower 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. , 1.5 mld un conventional wtp capacity , construction of r.cc intake well cum pump house with dia of well 5.00 m, steining wall 8.65 m, and hieght of pump house 5m. , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and construction of r.c.c intake well with pump house all complete job. , earth work in excavation offoundationtrenches of toe wall , spillway, head regulator, outlet, intake well etc as per designed section in all kindsof soil including , moorum soil, mixed with kankar, pebbles and bouldersupto 300 mm sizeand disposalof thesame ( beyond50m awayfrom the edge of the trenches ) initial lift of 1.5 mtr as per specification and direction of e / i. , initial lift , 1st lift , earth work in excavation offoundationtrenches of toe wall , spillway, head regulator, intake well and outlet etc as per designed section in ordinary rock or soft rock ( where blasting is not needed ) ( vide classification of soil item c ) with disposal of soil ( beyond50m away from the edge of the trenches ) withinitial lift of 1.50 mtr as per specification and direction of e / i. ( soft rock where blasting is not required and approved by the concerned chief engineer. ) , 1st lift , 2nd lift , 3rd lift , providing and laying p.c.cm 150 with nominal mix ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , foundation , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel sanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing and curing, etc, complete. ( by weigh batching and mix design for m 250 and m 300 only. ( excluding m.s or tor reinforcement ) . , r.c.c m 300 in foundation , providing and casting in situ cementconcrete of trap / granite / quartzite / gness metal of approved quilty for r.c.c work as per detailed drawing and designs or as directed by engineer in charge including narmol dewatering, sentering plywood, formwork bully / steel prop ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete. ( excluding the cost of reinforcement.for rcc m 300 grade slabes / landings / vertical walls / waist slabs / steps for staircase in foundation stain wall of intake well. , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quilty for r.c.c work as per detailed drawing and designs or as directed by engineer in charge including narmol dewatering, centeringplywood, formwork bully / steel prop ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc. complete ( by weighbacthing and mix design for m 250 only .excluding the cost of reinforcement. , rccm 250 floor slab beam , rccm 250 pump house roofslab beam , providingand costing in situ cementconcrete of trap / granite / quartzite / gness metal of approved quilty for r.c.c work as per detailed drawing and designs or as directed by engineer in charge including narmol dewatering, sentering plywood, formwork bully / steel prop ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete ( by weighbacthing and mix design for m 250 & 300 only . ( excluding the cost of reinforcement. , for rcc slabs / landings / vertical walls / waist slabs / steps / staircase for floor slab. , providing r.c.c m 250 in nominal mixin columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , columns up to roof level , providing r.c.c m 250 in nominal mix in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , band at lintel level , providing r.c.c m 250 in nominal mix in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , pump house roof , providing 63 mm average thick rcc m 250 with nominal mix ofin chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3 including, taking drip course in concrete screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm thick cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand offm 1.5, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete asper building specification and direction of e / i. , providing tor steel reinforcement of8mm to 12 mm dia.rodsas per approved design drawing excluding carriage of m.s rods ( straight or in coils ) to work site, cutting, bending, binding including supplying an nealed wire placing ms rods in position all complete job as per specification and direction of e / i. , providing designation 75a brick work in c.m. ( 1:6 ) in superstructure with approved quality of clean coarse sand of f. m. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of e / i. , providing 25 mm thick . first class patent stone flooring ( 1:2:4 ) with stone chips in two layers , bottom layer 19 mmthick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:3 ) with 6 mm down stone chips in pannels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes & royalty with all complete as per building specification & direction of e / i. , supplying fitting and fixing fully glazed steel door window or ventilators of standard rolled z and mullion section and sizes as per i.s. 1038 joints met and welded with 100x16x3 mm ms lugs fixed in cement concrete ( 1:2:4 ) blocks 15x10x10 cm size including cost of oxidized iron fitting with hinges, handle per teps, catch springs 3mm thick plain glass panes with aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm g.i.counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of e / i , supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm.centers and braced with m.s. flat diagonals 20x3mm with top & bottom rails of t iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts, nuts locking arrangement stoppers handles including applying a priming coat of red lead paint, carriage hoisting and taxes all complete as per building specification and direction of e / i. , providing 12 mm thick cement plaster ( 1:6 ) with approved quality ofcleancoarse sandoffm1.5 with 5% cico or any other water proofing compound including screening, curing with all leads andliftsofwaterscaffolding taxes and royaltyall complete as per building specification and direction of e / i. , providing 12 mm thick water proof cement plaster ( 1:3 ) with clean coarse sand of fm 1.5 with 5%cico or any otherwater proofing compound including screening curing, with all leads and lifts of water, scaffolding taxes and royalty all complete as per buildingspecification and direction of e / i. , providing 6 mm thick cement plaster ( 1:4 ) in ceiling with approved quality ofclean coarse sand of fm 1.5 including screening, curing with all leads and lift of water , scaffolding taxes and royalty all complete as per building specification and direction of e / i. , providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surfaceincluding preparing the plastered surface smooth with sand paper, curing, scaffolding & taxes all complete as per building specification & direction of e / i , providing one coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of e / i. , providingr.s.joist ismb350 x 140 mm ) size fitting fixing in position including cutting to reacquired in shape & size, its carriage applying a primer coat of red lead paint etc all complete as per building specification and direction of e / i. ( below roof slab for base of v.t.pump ) ( as per ( c ) ( iii ) 5.50 m @ 52.40 kg per meter ) 0.34 mt, , providing and fixing gi pipe railing having 1.0m height consisting 50 x 50 x 6 mm thick m.s angles as vertical at 1.5 m c / c, and additional posts at every corner 3 rows of 25 mm dia g.i pipes fo medium class variety as horizontal and painting 3 coats of oil paint over 1 coats of anticorrosive paint of approved colour and shade including cost all labour, transporting bends to curved shape, etc complete. , providing double flanged sluice gate confirming for is 2906 / 14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all transportation etc.complete. , providing and fixing in position c.i. / m.s. rose pieces in intake well including cost of all materials and labour, painting with three coats of anti corrosive all paints, etc complete as directed by engineer in charge , supplying materials and labour for fixing 20mm dia m.s bar steps in steining wall of 0.30 m internal and staggered in ( 1:2:4 ) cement concrete including scaffolding and curing etc.all complete as per specification and direction of e / i. , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , sand36km lead , bricks6km lead , stone / stone chips11km lead , construction of gang way 50 m long and 3.00 m wide , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority construction of gang way 40 m long and 3.0 m wide etc. all complete job. , e / w in excavation in foundation trenches in foundation trenches in all kinds of soil as below & disposal of excavated earth obtained to a distance up to 50m including all lift leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design. , e / w in soil item , e / w in soil item ( soft rock ) , providing p.c.c m 150 in nominal mix of ( 1:2:4 ) in foundation and plinth with approved quality of stone chips ( 30mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per specification and direction of e / i. , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood formwork, bully / steel prop ups, compaction, finishing and curing, etc. complete. ( by weigh batching and mix design for m 300 only. ( excluding m.s, or tor ln rcc ) , total r.c.c in foundation , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work as per detailed drawing and designs or as directed by engineer in charge including normal dewatering, plywood formwork, bully / steel prop ups, compaction, finishing and curing, etc. complete. ( by weigh batching and mix design for m250 and m 300 only. ( excluding m.s, or tor ln rcc m 300 ) for columns , providing r.c.c.m – 250 with normal mix ofin beam of all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating , striking , curing , taxes and royalty all completed as per specification and direction of engineer in charge. , r.c.c in beam , providing r.c.c.m – 250 with normal mix ofin roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating , striking , curing , taxes and royalty all completed as per specification and direction of engineer in charge. , r.c.c in roof slab , providing and fixing gi pipe railing having 1.0m height consisting 50 x 50 x 6 mm thick m.s angles as vertical at 1.5 m c / c, and additional posts at every corner 3 rows of 25 mm dia g.i pipes fo medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost all labour, transporting bends to curved shape, etc.complete. , providing 12mm cement plaster ( 1:4 ) with clean coarse sand of f. m 1.5 including screening curing with cell leads and lifts of water b scaffolding taxes and royalty all complete as per building speciation and direction of e / i . , providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, curing, scaffolding & taxes all complete as per building specification & direction of e / i. ( , providing t.m.t. reinforcement ( tor steel ) do as per specification and direction of e / i12mm tmt fe 500 , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , sand36km lead , stone / stone chips11km lead , coffer dam for intake and gangway , providing, constructing coffer dam in river basin / dam storages as per type design including excavation, fillingthe middle portion with b.c.soil ( in gunny bags if required ) .providing impervious / semimperviousmaterialson bothsideofb.c.soil ( in gunny bags if required ) including ramming, compacting to satisfaction of engineer in charge, till the completion of work including dismantling coffer dam after completionofworksand disposing offmaterialas directed by the engineer in charge. , for gangway , for intake well , dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge , for gangway , for intake well , mechanical & electrical work at intake well , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and rawwater pumping machinery with all complete job. , supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under , supplying , erecting and commissioning of single / multi stage vertical turbine pump sets ( make: kirloskar / wpil / mather & platt ) as per is 1710, capable of discharging 16.62 lps against a head of 80m, consisting of bowl assemblies, bronze impellers, column assembly 60 ft hanged type stainless steel pump shaft, line shaft, etc. with all accessories coupled with energy efficient ( ie3 ) tefc squirrel cage induction motor confirming to is:325 and is:12615, having 15% more bhp than that of pump, operating on 1500 rpm, 415v, 3 ph, 50 hz [ make: kirloskar / abb / marathon / cgl ] all complete withrequired size of sluice valve and non return valve standard fitting, strainers, foot valve, reducer, pressure gauge, ms delivery, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of e / i. ( note: contractor will have to check the design of pump & motor and get it approved by the department ) , discharging 16.62 lps, head 80m ( 1w + 1s ) 15 hp , providing , erecting and commissioning lt motor control panel board fabricated with ms sheet and painted, dust vermin proof. floor mounted cubical panel board shall be consisting of proper power distribution 250 a copper busbar 4 pole, 1 no. 250 a mccbas incoming feeder and 2 nos. 100a mccb as outgoing feeders for motors, 1 no. 100a mccb as spare feeder ( for motor ) , 2 no.32a & 63a mcb for lighting and other loads. includingselector switches, switch disconnector isolator, voltmeters, ampere meters, mfm, indicator lamps, internal wiring, danger board, protection units & relay, capacitor banks / apfc , suitable earthing set etc. all complete and as per is and direction of e / i . , supplying and erecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 440 volt, 3 phase, 50 hz with no volt coil, over load relay and on / off push buttons, with necessary material and connected to supply, etc complete. , 40 hp , power wiring with required 120 sq mm 3.5 core 1.1 kv grade armoured aluminium cables, xlpe / pvc insulated armoured cable from transformer to mcp at raw water pump house.laying, jointing and making proper terminations, etc.all complete. , power wiring with required 25 sq mm 3 core 1.1 kv grade armoured copper cables, xlpe / pvc insulated armoured cable from power distribution panel ( mcp ) to motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc.all complete. , providing, erecting for each motor with all required materials, etc.all complete. , providing / erecting servo controlled automatic voltage stebilizer suitable for out put voltage of 415 volt+ / 1% 3 phase 50 hz, with copper wound input ( 280 450 ) volt transformer ( 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 bi directional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, voltmeter and selector switch for measuring input and ouput 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 etc.all complete job, including change over switch, t oil, etc.all complete with required accessories and materials. , 75 kva , providing, erecting and commissioning3t triple type chain pully block suitable as below with 6m lift complete with laoad chain and hand chain suitable for avove lift, tested 50% over load as per is 3832 carry isi mark with travelling trolley etc. all complete job as per the site requirement and indian standard , lighting doinginternal and external lighting by doing wiring and installing lumenaries e.g. suitable wattage led light fittings with standard lumen in pump house, gangway etc all complete for raw water pumping plant, including lightening arrester, fire extingusher, first aid box, rubber matting panel, shoes, gloves, helmet etc.as per the direction of e / i. , ( mechanical & electrical part at wtp ) , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and clear waterc.f. pump with all complete job , suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as ( please refer to section 5, sl.2.5of sbd ) , providing , erecting and commissioning of horizontal split casing / multi stage centrifugal pump ( make: kirloskar / wpil / mather & platt ) as per is:5120, capable for discharging 16.62 lps against a head of 40m , consisting of bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficient ( ie3 ) tefc squirrel cage induction motor confirming to is:325 and is:12615, having 20% more bhp than that of pump, operating on 1500rpm, 415v, 3 ph, 50 hz [ make: kirloskar / abb / cgl / marathon ] all complete withrequired size of sluice valve and non return valve standard fitting, strainers, reducer, foot valve, pressure gauge, ms delivery & suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of e / i. ( note: contractor will have to check the design of pump & motor and get it approved by the department ) , discharge16.62 lps and head 40 m ( 1w+1s ) , , providing , erecting and commissioning lt motor control panel board fabricated with ms sheet and painted, dust vermin proof. floor mounted cubical panel board shall be consisting of proper power distribution 100 a copper busbar 4 pole, 1 no. 100 a mccbas incoming feeder and 2 nos. 63a mccb as outgoing feeders for motors, 1 no. 63a mccb as spare feeder ( for motor ) , 2 no.32a & 63a mcb for lighting and other loads.2 no.100a mccb for wtp equipments. includingselector switches, switch disconnector isolator, voltmeters, ampere meters, mfm, indicator lamps, internal wiring, danger board, protection units & relay, suitable earthing set etc. all complete and as per is and direction of e / i , supplying and erecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 440 volt, 3 phase, 50 hz with no volt coil, over load relay and on / off push buttons, with necessary material and connected to supply, etc complete. , 20 hp , power wiring with required 50 sq mm 3.5 core 1.1 kv grade armoured aluminium cables, xlpe / pvc insulated armoured cable from transformer to mcp at clear water pump house.laying, jointing and making proper terminations, etc.all complete , power wiring with required 10 sq mm 3 core 1.1 kv grade unarmoured copper cables, xlpe / pvc insulated armoured cable from power distribution panel ( mcp ) to motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc.all complete.. , providing, erecting earthing for each motor with all required materials, etc.all complete.as per is 3043. , providing / erecting servo controlled automatic voltage stebilizer suitable for out put voltage of 415 volt+ / 1% 3 phase 50 hz, with copper wound transformer ( air 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 bi directional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, voltmeter and selector switch for measuring input and ouput 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 etc.all complete job, including change over switch, earthing, etc. , 50kva , providing, erecting and commissioning 3ttriple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carry isi mark with travelling trolley etc. all complete job as per the site requirement. , providing erecting fire extingusher andfirst aid box, lightening arrester for pump house, rubber matting ( 2nos. ) for electrical equipments, tools & tackles, etc.complete job. , raw water rising main. , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and laying of raw water rising main. , di pipe for water works with socket & spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification k 9 suitable for push on joint ( rubber gasket d jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating ( including cost of one no gasket for each pipe ) note:the rates are for jharkhand at ranchi but exclusive of gst & cp , 200mm dia , earth work in excavation ( as per is. 3114 / 1965 ) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of engineer in charge , soil item class b , soil item class c , earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of engineer in charge ( for classification for soil item a&b ) , providing and supplying of isi standard d.i specials & fitting with sealing rubber gasket of s.b.r complete with cast iron follower gland and m.s nutbolts coated or otherwise protected from rusting and suitable for d.i pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation, cp extra. , labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping of filling the surface finish as per specification and direction of e / i. , 200mm dia pipe , supplying labour tools and tackles for testing of laid ci or upvc or hdpe or ac pressure pipe up to 60meter head of water all complete as per specification and direction of engeneer in charge. water to supplied free of cost departmentally. , 200mm dia pipe , providing double flanged sluice valve confirming to is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. ( without by pass arrangement pn 1.6 ) , 200 mm dia , 150 mm dia scour valve , providing and supplying air valve as per is 14845 2000 and mjps standard specification of approved make & quality of following diameters including all taxes ( central and local ) , railway freight, insopection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / sites unloading and stacking etc. complete.depatmental. ( single ball double flanged pn: 1.6 ) , 40mm dia air valve , lowering, laying and fixing in proper alignment and position all type of c.i air valves as directed by engineer in charge including cost of conveyance from store to site of work, cost of all materials and giving satisfactory hydraulic testing etc. complete ( for all class of valves ) .air valve singe ball ( pn 1 and pn 1.6 ) 40 mm dia , supplyng labour and tools for fixing c.i. sluice valve in trenches with a pair of c.i tail pieces incluidng making lead caulked joints and flenged joints as per i.s specification, including supplying all jointing materials ( pig lead confirming to i.s.s 782 1978, yarn confirming to i.s.s 6587 1972 and nuts and volts confirming to i.s.s 1364 1983 ) including drillig holes in flanges if required as per specification and direction of e / i. , 150 mm dia scour valve , 250 mm dia s.v. , construction of brick masonary valve chamber of size ( 1.20 m x 0.90 m x 1.50 m ) ( sluice valve + air valve ) and deatil attched analysis , construction of thrust blocks for rising main , supplying labours, tools, tackles, lubricant etc. for laying and jointing d.i / c.i. s / s tyton pipes ( class la ) trenches withoutsupplying rubber gasket and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete . laying of pipe is to be done as per i.s.s 3114 1985 as per deisgn, specification and direction of e / i. , 200mm dia , clear water rising main. , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and laying of clear water rising main. , di pipe for water works with socket & spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification k 9 suitable for push on joint ( rubber gasket d jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating , 200 mm dia , earth work in excavation ( as per is. 3114 / 1965 ) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of engineer in charge , soil item class b , earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of engineer in charge. ( for classification for soil item a&b ) , providing and supplying of isi standard d.i specials & fitting with sealing rubber gasket of s.b.r, complete with cast iron follower gland and m.s nut & bolts coated or otherwise protected from rusting and suitable for d.i pipescomplete as per is 9523 class but excluding freight. , labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping of filling the surface finish as per specification and direction of e / i. , 200mm , supplying labour tools and tackles for testing of lead ci or upvc or hdpe or ac pressure pipe up to 60meter head of water all complete as per specification and direction of engeneer in charge. , 200 mm , providing double flanged sluice valve confirming to is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. ( without by pass arrangement pn 1.6 ) , 200 mm , construction of thrust blockfor rising main pipe ( analysis attached ) , supplyng labour and tools for fixing c.i sluice valve in trenches with a pair of c.i tail pieces incluidng making lead caulked joints and flenged joints as per i.s specification, including supplying all jointing materials ( pig lead confirming to i.s.s 782 1978, yarn confirming to i.s.s 6587 1972 and nuts and volts confirming to i.s.s 1364 1983 ) including drillig holes in flanges if required as per specification and direction of e / i. , 200 mm dia , construction of brick masonary sluice valve chamber of size ( 1.20 x0.90 x 1.50 ) m ( sluice valve + air valve +n.r valve ) and deatil attached. , supplying labours, tools, tackles, lubricant etc. for laying and jointing d.i / c.i. s / s tyton pipes ( class la ) trenches without supplying rubber gasketand making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost and laying of pipe is to be done as per i.s.s 3114 1985 as per deisgn, specification without rubber gasket and direction of e / i. , 200 mm , providing installing and giving satishfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic device and dry dial suitable for ambient 500 c temperature duly seeled against tempering complete with flenges at both ends and confirming to class b as per iso 4064 along with manufacture is test cartificate and guarantee certificate, including cost of all materials and labour etc.with oiml.mld certification for abroad meter and fcri for india including 36 months guarantee etc.all complete. ( removable mechanism type bulk water meter ) , 200 mm dia , distribution system , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and providing all labour, materials, equipment to procure and laying of pipes for distribution main . , di pipe for water works with socket & spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification k 7 suitable for push on joint ( rubber gasket d jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating ( including cost of one no gasket for each pipe ) , 100 mm dia pipe , 150 mm dia pipe , 200 mm dia pipe , 250 mm dia pipe , providing and supplying high density polythene pipe ( hdpe pipe ) of 20mm to 500mm outer dia suitable for water supply which is avaliable in all standards like isi 4984, iso 4427, din 8074 and various grades like pe 63, pe 80, pe 100 and newly invented pe 100+materials ( b hdpe pipe of materials grade pe 100 pn 10 ( dia in mm ) , id 52.4 / 63 mm od , id 62.4 / 75 mm od , providing and supplying isi standard d.i specials & fitting with sealing rubber gasket of s.b.r, complete with cast iron follower gland and m.s nutbolts coated or otherwise protected from rusting and suitable for d.i pipescomplete as per is 9523. , for 100 mm to 250 mm dia pipe , earth work in excavation ( as per is. 3114 / 1965 ) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of engineer in charge ( classification soil item b ) , e / w in excavation of cut off trenches as per designed section in soft rock or ordinary rock ( where blasting is not needed ) ( vide classification of soil item c with disposal of spoil ( beyond 50m away from the toe of dam in country side ) with initial lead of 60m and lift of 1.5m, including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specifictaion and direction of e / i. , supplying labours, tools, tackles, lubricant etc. for laying and jointing d.i / c.i. s / s tyton pipes ( class la ) trenches supplying rubber gasket and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete and laying of pipe is to be done as per i.s.s 3114 1985 as per deisgn, specification and direction of e / i. ( without rubber gasket ) , 100 mm , 150 mm , 200 mm , 250 mm , 63 mm , 62.4 / 75 mm hdpe , supplyingtool and cutting road as well restoring the same as per specification and direction of e / i , pucca road ( except black top only taken out materials to be used ) , water bound macadam road ( taken out materials to be used ) , dismentaling plain cement or lime concrete work including stacking , providing pcc m 150 in nominal mix of ( 1:2:4 ) in road with approved quality of stones chips 20 mm 6mm size graded and clean coarse sand fm 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of e / i. , labour charge for one cutting of cast iron / di pipe and specials including supplying necessary tools and plants, chipping of filling the surface finish as per specification and direction of e / i. , 100mm , 150mm , 200mm , 250mm , id 52.4 / 63 mm od , id 62.4 / 75 mm od , providing double flanged sluice valveconfirming to is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. all complete ( pn 1 without bypass arrangement ) , 100 mm , 150 mm , 200 mm , 250 mm , supplyng labour and tools for fixing c.i sluice valve in trenches with a pair of c.i tail pieces incluidng making lead caulked joints and flenged koints as per i.s specification , including supplying all jointing materials ( pig lead confirming to iss 782 1978, yarn confirming to is.s 6587 1972 and nuts and volts confirming to i.s.s 1364 1983 ) including drillig holes in flanges if required as per specification and direction of e / i. , 100mm , 150mm , 200mm , 250 mm , earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of engineer in charge. ( for classification for soil item a & b ) , construction of b.w. masonary valve chamber of size 1.20 m x 0.90 m x 1.50 m ( sluice valve ) and detailed attched , supplying tools and tackles for testing of laid c.i or upvc or hdpe or ac or di pressure pipe up to 60 meter head of water all complete as per specification and direction of engeneer in charge. , 100 mm , 150mm , 200mm , 250mm , id 52.4 / 63 mm od , id 62.4 / 75 mm od , boundary / compound wall ( boundary wall =196.40 m ) , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority construction of compound wall. etc. all complete job. , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth so obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. excavation qty. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation of 75a one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , providing p.c.c m 150 in nominal mix of ( 1:2:4 ) in foundation with approved metal grade iii ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i.qnty in foundation: , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in foundation with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i.qnty in foundation: , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) instiffners with approved stone aggregate ( 20 mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 excluding screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of e / i. , qnty , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in bond at plinth level with approved stone aggregate ( 20 mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 excluding screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) inband at lintel level with approved stone aggregate ( 20 mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing designation 75 a brick work in cm ( 1:6 ) in super structure with approved quality of clean coarse sand of fm 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of e / i. , qnty. wall , providing 12mm thick cement plaster ( 1:6 ) with clean coarse sand of fm 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of e / i. , qnty.wall , providing two coats of snow cerm of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper , scaffolding, curing and taxes all complete as per building specification & direction of e / i. . , providing tor steel reinforcement of 10 mm , 12 mm , &16 mm dia bars as per approved design and drawing excluding carriage of m.s bars to work site , cutting , bending and binding with annealed wire with cost of wire , removal of rust , placing the rods in position all complete as per building specification and direction of e / i , qty , filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 m all complete as per building specification & direction of e / i , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , sand36km lead , bricks6km lead , stone / stone chips11km lead , cost of gate ( 1 nos ) , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth so obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. excavation qty. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation of 75a one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , providing p.c.c m 150 in nominal mix of ( 1:2:4 ) in foundation with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i.qnty in foundation: , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in foundation with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in column with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in band at plinth level with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 excluding screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing tor steel reinforcement of 10 mm , 12 mm , &16 mm dia bars as per approved design and drawing excluding carriage of m.s bars to work site , cutting , bending and binding with annealed wire with cost of wire , removal of rust , placing the rods in position all complete as per building specification and direction of e / i , filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 m all complete as per building specification & direction of e / i , supplying fitting & fixing m.s grill gate with m.s grills made 20x6mm m.s flat or 16mm m.s square bars fitted 25x25x6mm m.s angle farme of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in p.c.c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per direction of e / i. , qnty. , providing two coats of painting with ready mixed paint of approved shade and make over steel surface , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , sand36km lead , bricks6km lead , stone / stone chips11km lead , staff quarters , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and provision of twin type staff quarter etc. all complete job. , e / w in excavation in foundation trenches in hard soil ( vide classification of soil item a ) and includingall lift leveling, rammingthe foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of e / i. , providing, coarse clean sand in filling in foundation trenches / in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i. , providing p.c.c.m 100 in nominal mix of ( 1:3:6 ) in foundation with approved quality of stone metal grade iii ( 50 mm to 25 mm size ) graded andclean coarse sand of f.m.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of engineer in charge. , providing designation 75a brick work in c.m. ( 1:6 ) in foundation & plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of e / i. , providing 50 mm thick damp proof coarse with cement concrete m 150 with nominal mix of ( 1:2:4 ) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of f.m.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 %cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of e / i. , providing designation 75 a brick work in c.m. ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm thick mortar joints, costofscreening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of e / i. , providing r.c.c.m 200 with nominal mix of ( 1:1.5:3 ) in lintel with approvedquality of stone ships 20 mm to 6 mm size graded & clean coarse sand of f.m. 2.5 to 3 excluding screening, centering, shuttering, mixing cement concrete in mixer & placingin position vibrating, striking, curing ( but excluding the cost of reinforcement ) , taxes & royalty all complete, as per building specification and direction of e / i. , centering and shuttering , providing average 63 mm thick r.c.c.m 200 with nominal mix of ( 1:1.5:3 ) chajja & in shelves with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of f.m. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering& mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster ( 1:4 ) in ceiling & sides of chajja with sand of f.m. 1.5, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of e / i. , centering & shuttering doors window , centering & shuttering shelves , providing r.c.c. m 150 with nominal mix of ( 1:2:4 ) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of fm 2.5 to 3 excluding screening, centering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification & direction of the e / i. , centering & shuttering shelves , supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and c / w celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the e / i. , supplying fitting and fixing 250 x 20 x 6 mm l type m.s. clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block ( 1:2:4 ) with cost ofall labour and materials and taxes as per building specification and direction of e / i . , supplying all material, labour, fitting & fixing 38mm thick good quality well dressed and well seasoned sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of e / i. , supplying, fitting & fixing m.s. grill made of 20 x 6mm m.s. flat as per approved design & drawing properly fabricated with joints continuous fillet welded and finishedsmooth, carriage of grill to work site, hoisting as per the building specification and direction of e / i. ( wherematerialsisnot supplied by the deptt. ) , 40kg / sqm ( 40x7.56m2 ) , providing 40 mm thick precast r.c.c. m 150 with nominal mix of ( 1:1.5:3 ) in jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of fm 2.5 to 3 with 1.6 mm thick m.s. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar ( 1:3 ) including cost of curing, scaffolding and finishing all complete as per building specification and direction of e / i. , providing and fixing fan hook of 16 mm dia m.s. bar 1 meter long bent to required size and shape, placed in position and fixing in r.c.c. slab / beam at thetimeofcasting allcomplete as per building specification anddirection of e / i. ( where material is not supplied by deptt. ) . , supplying fitting and fixing m.s. grill gate with m.s. grills made of20 x 6 mm m.s. flat fitted on 25 x 25 x 6mm. m.s. angle frame as per approved design & drawing, properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangement with haskal and domny duly fixed in p.c.c. ( 1:2:4 ) blocks of required size, applying priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. ( when steel is not supplied by the deptt. ) , providing 6 mm thick cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m. 1.5 includingscreening, curing with allleads&liftsofwater, scaffolding, taxes & royalty all complete as per building specification & direction of e / i. , providing 12 mm thick cement plaster ( 1:6 ) withcleancoarse sand of f.m.1.5including screening, curing with all leads & lifts of water, scaffolding, taxesand royalty all complete as per buildingspecification& direction of e / i. , providing 12mm cement mortar ( 1:3 ) with clean coarse sand of f.m. 1.5 with floating coat of neat cement punning in skirting including rounding of junction with floor, curing with all leads & lifts of water , scaffolding , taxes and royaltyall completeas per buildingspecification & direction of e / i , filling in foudation trenches & plinth in layersnot exceeding 150 mm thick well watered , rammed , fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of e / i ( mode of measurementcompacted volume ) , providing 25 mm thick . first class patent stone flooring ( 1:2:4 ) with stone chips in two layers , bottom layer 19 mmthick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:2 ) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all completeas per building specification & direction of e / i , providing designation 75 a one brick on edge flooring in c.m ( 1:4 ) with top surface flush pointed in cm ( 1:4 ) approvedquality of clean coarsesand of f.m 2 to 2.5 including the cost of screening , raking outjointsto 15 mm depth , curing taxes, royalty all complete as per building specification and direction ( e / i ) , providing two coated of snowcem of approved shade and make over a coat of cement primer on new surface including cost of cleaningsurface, scaffolding etc.all complete. , color washing two coats over a coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. , providing two coats of painting with ready mix paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust , dirt , scales , smokes and grease and cleaningthe surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of e / i , providing two coats of painting with ready mix paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of e / i. , providing tor steel reinforcement of 8mm dia as per approved design and drawing excluding carriage of bars to work site , cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification and direction of e / i.tmt fe 500 ( only validfor sail and tata ) , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , sand36km lead , bricks6km lead , stone / stone chips11km lead , water supply sanitation installation ( plumbing work ) , supplying and laying gi pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of e / i. , i ) 25mm gi. pipe. , ii ) 15 mm gi. pipe. , supplying materials labours and tools for fixing gi pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of e / i. , i ) 15 mm gi. pipe , supplying, fitting and fixing of gm ferrule of approved make in di / ci main including drilling and tapping ci / di main etc. all complete as per specification and direction of e / i. , supplying and fixing gi fittings of approved make all complete as per direction of e / i. , ( a ) elbow 15 mm dia , ( b ) tee plane 15mm dia , ( c ) nipple 15mm dia. , ( d ) union socket 25mm dia , ( e ) union socket 15mm dia , ( f ) brass bib cock15mm dia , ( g ) c.i stop cock 15mm dia , ( h ) c.i. stop cock 25mm dia , ( i ) reducing socket 25x15mm , ( j ) tee 25x25x15mm dia , supplying, fitting and fixing vitreous white glazed earthen were i w c of parry hindustan or any other i.s.s approved make with 100 mm hci ‘p’ trap, 15 liters ci pull and let go flushing cistern of names or otheriss equivalent make complete with all fittings c.i. or c.c brackets, 32 mm, alkathene / pvc telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, gi chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .ci body brass spindle, stop cock of weight not less than 50 grams, 15 mm. pvc connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of e / i. ( 510mm.long with 12.5 liter low level pvcsystem ) . , septic tankand soak pit , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of e / i. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of e / i. , providing designation 75a one brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of e / i. , providing p.c.c m150 with nominal mix of ( 1:2:4 ) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of fm 2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing water proof cement plaster ( 1:3 ) with clean course sand of f.m 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of e / i. , ( a ) 19 mm thick , ( b ) 12 mm thick , providing designation 75a bricks work in c.m. in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of e / i. , ( a ) b / win c.m ( 1:4 ) , ( b ) b / w 75 b in ( 1:6 ) for soak pit , ( c ) brick work in dry masonry for soak pit. , providing pre cast r.c.c.m 150 with nominal mix of ( 1:2:4 ) slab of desired sizewith approved quality of stone chipsand clean coarse sand of fm 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete ( but excluding the cost of reinforcement ) , taxes and royalty etc. all complete as per building specification and direction of e / i. , providing tor reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification and direction of e / i. , 10 mm dia , supplying fitting and fixing h.c.i. pipe / h.c.i. fitting of approved make confirming to i.s.s 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of e / i. , ( a ) 100mm dia h.c.i. tee. , ( b ) 100mm dia h.c.i. band , ( c ) 50mm dia h.c.i. cowel , ( d ) 50mm dia h.c.i. vent pipe , ( e ) 100mm h.c.i. pipe , supplying materials and labours and fixing20mm dia m.s bar steps in wall of 0.3 m interval and staggeredin ( 1:2:4 ) cement concrete including scaffolding and curing etc. all complete as per specification and direction of e / i. , supplying all materials, labours, tools and tackles and 100mm dia r.c.c hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. , supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of e / i. , supplying materials and labours for constructing inspection chamber of designation class 75 b bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar ( 1:6 ) including 12mm cement plaster ( 1:4 ) with punning on inside and cement plaster ( 1:6 ) with 600x475 mm g.i. cover with frame ( weight not less than 36 kg. ) along with earth work in excavation and 80mm thick p.c.c. ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i , carriages of materials , ( a ) brick –6 km lead , ( b ) sand 36 km lead , ( c ) stone chips 11 km lead , ( d ) steel 10 km , ( d ) cement 10 km lead , electrical works , point wiring in pvc conduit with modular type switch wiring for light point / fan point with 1.5sqmm f.r. pvc insulated copper conductor single core cable in surface / recessed pvc conduit with modular switch modular plate, suitable g.i. box and the point with sqmm fr pvc insulated copper conductor single core cable etc as required , wiring for twin control light point with 1.5 sqmmf.r. pvc insulated copper conductor single core cable in surface / recessed pvc conduit with two way modular switch modular plate, suitable g.i. box and the point with sqmm fr pvc insulated copper conductor single core cable etc as required , wiring for light / power plug point with 2 x 4 sqmm f.r. pvc insulated copper conductor single core cable in surface / recessed pvc conduit along with one no 4 sqmmfr pvc insulated copper conductor single core cable for loop earthing etc as required , coppersub main wiring in pvc conduit wiring for sub main wiring withpvc insulated copper conductor single corein surface / recessed pvc conduitas required , 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring , 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring , supplying and fixing following way three pole and neutral sheet mcb distribution board 415 volts on surface / recessed complete with tinned copper bush bars , neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required ( but with out mcb / rccb / isolator ) ( 4 +12 ) double door horizontal type , supplying and fixing 5 amp to 32 amp, rating 240 volts, b series miniature circuit breaker of single poles in existing mcb db complete with connecting , testing, and commissioning etc as required , earthing with g.i. earth pipe 4.5 m long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal , salt all complete as per electrical rule , supplying , fitting and fixing following sizes of pvc conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required , pvc con 20 mm pvc pipe , pvc con 25 mm pvc pipe , installation commissioning and testing ceiling fan , carriage of ceiling fan and regulator , supplying , fitting and fixing 5 amp ceiling rose on the existing junction , supplying , fitting and fixing breas batten / angle holder including connection etc. , supplying , fitting and fixing g.i. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5 / 6 amp modular type switch, connection, painting etc as required. , supplying , fitting and fixing g.i. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5 / 6 amp and 15 / 16 amp socket outlet and 15 / 16 amp modulartype switch, connection, painting etc as required. , supplying and drawing co axial t.v. cable rg 06 grade 0.7 nn solid copper conductor pe insulated seilded with fine tinned cover braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. , supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc, as required. tv antenna socket out put , supplying , fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. , cost ofearthing with g.i. earth pipe 4.5 m long 40mm diag.i.pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 swg copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal , salt all complete as per electrical rule , house connection 1628 no. of house + 12 no. of school and anganwadi =1640 , earth work in excavation exacavation in foundation trenches in hard soil vide classification item b and disposal of exacavated earth as obtained to a dist. upto 50m including all lifts, levelling, ramming the foundation trenches, removing roots of tree, shrubs all complete as per approved design, building specification and direction of e / i. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f e / i. ( mde of measurement compacted volume ) , providing a pcc m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to including screening, shutteing, mixing cement concrete in mixer and placing a position, vibrating, striking, curing, taxes and loyality complete all as per building specification and direction of e / i , centering & shuttering ( below gl ) , centering & shuttering ( above gl ) , earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of e / i , providing 12 mm thick cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5with 1.5 mm thick ceme punning over it including screenig, curing, wit all leads and lifts of as per building specification and direction of e / i. , providing and supplying blue mdpe pipes confirming to iso 4427:1996 manufactured from vrgin resin pe 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies lke wrc / cipet ( india ) / dvm / kwa / spgn etc for usage in drinking water with quality system. this cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. pn16 ( sdr 9 ) with ed ( 20mm ) , providing and supplying g.i. pipes ( tata and equivalent make ) for usage in drinking water with quality system. the cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. ( 15mm ) , lowering laying and jointinghdpe / mdpe pipes in proper position including all specials by compression fitting / electrofusion and but fusion jointing procedure including hydroulic testing as per relevent is code complete with all materials for jointing procedures like electrofusion c30machine, electric mirror / heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by e / i as per is 7634 part 2 ( 20mm ) , supplying labours and tools fro fixing g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of e / i. , supplying and fixing of g.m. ferrule of approved make in existing c.i / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i ( 3mm dia ) , providing and fixing of g.m. fullway valve of approved quality all complete as per specification and direction of e / i ( 20mm dia ) , providing and fixing of male ended c.i. body brass spindle valve and seat bib cock of approved quality with extra socket all complete as per specification and direction of e / i ( 20 mm dia ) , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of e / i , 20mm dia elbow , 15mm dia elbow , 20mm dia reducing socket , 20 mm dia nipple , 15 mm dia nipple , 20mm dia union socket , 15mm dia socket , 20mm dia socket , carriages of materials , ( b ) sand 36 km lead , ( c ) stone chips 11 km lead , ( d ) cement 10 km lead , operation & maintenance for five years ( excludingenergy charge ) , o / m work with labour component & materials for 1st year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 2nd year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 3rd year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 4th year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 5th year , as per sbd section 5 clouse 9.10 , add @ 6% cgst , add @ 6% sgst , add @ 1% labour cess...

Drinking Water And Sanitation Department - Jharkhand

31288489 construction of rural pipe water supply scheme through d.t./hydt/gpt/hygpt solar based 1 hp/ 2 hp d.c. motor pump complete set for different tolas of concern village which is not included in mvs and has no electricity or less electricity to supply water 2000 lph maximum at least 15/30 years for 24 x 7 supply with 100 % coverage by tap water facility under j.j.m baratuwa svs group of scheme baratuwa svs group of scheme , model 1b with source ( drilled t / w 125 / 115dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , hardware ( l.s. ) , information board for iec , providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x50 x6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 02 ( 8000 litre 8 meter staging ) , construction of 125mm x115mm x 90.0 m deep drilled tube well , supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using d.t.h. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete , ( a ) 0.00m up to 30.00m depth below g.l. in rural areas , ( b ) 30.000m up to 120.00m depth beyond . in rural areas , basic rate of 125mmdia blue upvc casingpipe confirming to i.s.i . latest revision is ( 12818 ) / 2016 , supplying all materials, labour and inserting upvc bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per is 12818 1392 with latest revision all complete job with taxesas per specification and direction of e / i. , supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting casing pipe , 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 direction e / i. , supplying laboursand equipment’s including 125mm dia g.i. cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of e / i. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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. ( as per latest guide line of mnre ) , provision of solar night lamp. , 8000 litre capacityr.c.c. water tank ( 2.1x2.1x2.1m internal size ) with 8 m staging having utility room at ground level , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing andcuring, etc, complete. ( by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted. ) , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , g.l to above roof of utility room , column utility room, roof beam to tank beam m 25 , column tank beam to tank roof m 25 , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) ( excluding m.s, or tor reinforcement ) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof m 30 , tank roof top m 25 , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a brick work in c.m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i. , providing r.c.c.m 200 in nominal mix of ( 1:1.5:3 ) in lintel with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse of f.m 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. , providing av.63 mm thick r.c.c m 200 in nominal mix of ( 1:1.5:3 ) chhajja with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position, vibrating, striking, 6mm cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand of f.m 1.5, curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e / i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab / beam at the time ofcasting all complete as per building specification and direction of e / i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. , providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 6 mm cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing 19 mm water proof cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e / i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly, scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c / c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c / c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , distribution network & house connection20 40 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia. , 50mm dia. , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc ( 01 sim each year ) , model 03 ( 12000 litre 10 m staging ) , construction of 125mm x115mm x 90.0 m deep drilled tube well ( 2 nos of dt ) , supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using d.t.h. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete , ( a ) 0.00m up to 30.00m depth below g.l. in rural areas , ( b ) 30.000m up to 120.00m depth beyond . in rural areas , basic rate of 125mmdia blue upvc casingpipe confirming to i.s.i . latest revision is ( 12818 ) / 2016 , supplying all materials, labour and inserting upvc bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per is 12818 1392 with latest revisionall complete job with taxesas per specification and direction of e / i. , supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting casing pipe , 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 direction e / i. , supplying laboursand equipment’s including 125mm dia g.i. cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of e / i. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 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. ( as per latest guide line of mnre ) , provision of solar night lamp. , 12000 litre capacityr.c.c. water tank ( 2.7x2.7x2m internal size ) with 10 m staging having utility room at ground level , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing andcuring, etc, complete. ( by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted. ) , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , column from g.l to roof beam of utility room , column from roof beam to tank beam of utility room , column from tank beam to tank roof of utility room , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) ( excluding m.s, or tor reinforcement ) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof , tank roof top , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a brick work in c.m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i. , providing r.c.c.m 200 in nominal mix of ( 1:1.5:3 ) in lintel with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse of f.m 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. , providing av.63 mm thick r.c.c m 200 in nominal mix of ( 1:1.5:3 ) chhajja with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position, vibrating, striking, 6mm cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand of f.m 1.5, curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e / i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab / beam at the time ofcasting all complete as per building specification and direction of e / i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. , providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 6 mm cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing 19 mm water proof cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e / i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly, scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c / c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c / c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , distribution network & house connection 40 60 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia. , 50mm dia. , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 63 mm hdpe pipe , 50 mm hdpe pipe , distribution , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 32 mm dia and weight not less than 700 gms , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5.full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanised chain link mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all compelete as per building specification direction of e / i. , labour cost offitting and fixing galvanised chain link mess up height of 2 mincluding cost of staples ( but excluding the cost of cement concrete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6 mm dia holes in m.s angle iron for fixing of stables etc.as per building specification and direction of e / i. , labour for cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm fitted onm.s. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post, , applying a priming red lead paint over steel work, taxesexcluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / sq m , cost of 50 x 50 x 6 mm m.s. angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc ( 01 sim each year ) , add 12 % gst , adding labour cess @ 1% of estimated cost...

Drinking Water And Sanitation Department - Jharkhand

31288472 construction of rural water supply scheme throuçjh dt / hydt / ygpt solar based ihpi2iw d.c. motor pump complete set for different ( olas ot concern villaije which is not included in mvs and has no electric or less electricity to suppyy water 200013000 lph maximum at least 15130 years for 24 x 7 supply with 100% cm, erage by tap water facility under d.j.m. ( ormanjil block kurujm svs group of scheme ) kurum svs group of scheme kurum svs group of scheme , model 01 ( 4000 litre 6 m staging ) existing source , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , 4000 litre capacityr.c.c. water tank ( 1.65x1.65x1.75m internal size ) with 6 m staging havingutility room at ground level , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing andcuring, etc, complete. ( by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted. ) , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , g.l to above roof of utility room , column utility room, roof beam to tank beam m 25 , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) ( excluding m.s, or tor reinforcement ) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof m 30 , tank roof top m 25 , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a brick work in c.m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i. , providing r.c.c.m 200 in nominal mix of ( 1:1.5:3 ) in lintel with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse of f.m 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. , providing av.63 mm thick r.c.c m 200 in nominal mix of ( 1:1.5:3 ) chhajja with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position, vibrating, striking, 6mm cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand of f.m 1.5, curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e / i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab / beam at the time ofcasting all complete as per building specification and direction of e / i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. , providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 6 mm cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing 19 mm water proof cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e / i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly, scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c / c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c / c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc ( 01 sim each year ) , model 1b with source ( drilled t / w 125 / 115dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , hardware ( l.s. ) , information board for iec , providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x50 x6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 04 ( 16000 litre 12 m staging ) , construction of 200mm x165mm x120.00 m deep high yield drilled tube well , hydt : cost of drilling 200mmx165mmx125 mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore 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. , ( a ) 0.00m up to 50.00m depth below g.l. in rural areas , ( b ) above 50.00 m depth. in rural areas , 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. , supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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. ( as per latest guide line of mnre ) , provision of solar night lamp. , 16000 litre capacityr.c.c. water tank ( 2.7x2.7x2m internal size ) with 12 m staging havingutility room at ground level , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing andcuring, etc, complete. ( by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted. ) , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , column from g.l to roof beam of utility room , column from roof beam to 2nd bracing beam of utility room , column from 2nd bracing beam to 3rd bracing beam , column from 3rd bracing beam to tank base , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) ( excluding m.s, or tor reinforcement ) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof , tank roof top , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a brick work in c.m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i. , providing r.c.c.m 200 in nominal mix of ( 1:1.5:3 ) in lintel with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse of f.m 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. , providing av.63 mm thick r.c.c m 200 in nominal mix of ( 1:1.5:3 ) chhajja with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position, vibrating, striking, 6mm cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand of f.m 1.5, curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e / i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab / beam at the time ofcasting all complete as per building specification and direction of e / i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. , providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 6 mm cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing 19 mm water proof cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e / i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly, scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c / c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c / c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , distribution network & house connection60 80 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 80 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 80mm dia. , 63mm dia. , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 80 mm hdpe pipe , 63 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 32 mm dia and weight not less than 700 gms , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5.full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanised chain link mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all compelete as per building specification direction of e / i. , labour cost offitting and fixing galvanised chain link mess up height of 2 mincluding cost of staples ( but excluding the cost of cement concrete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6 mm dia holes in m.s angle iron for fixing of stables etc.as per building specification and direction of e / i. , labour for cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm fitted onm.s. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post, , applying a priming red lead paint over steel work, taxesexcluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / sq m , cost of 50 x 50 x 6 mm m.s. angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , add 12 % gst , adding labour cess @ 1% of estimated cost...

Drinking Water And Sanitation Department - Jharkhand

31284734 construction of rural water supply scheme through dt/hydt/gpt/hygpt solar based 1hp/2hp d.c. motor pump complete set for different tolas of concern village which is not included in mvs and has no electricity or less electricity to supply water 2000/3000lph maximum at least 15/30 years for 24 x 7 supply with 100% coverage by tap water facility under j.j.m. (ormanjhi block manatu svs group of scheme) manatu svs group of scheme manatu svs group of scheme , model 1b with source ( drilled t / w 125 / 115dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , hardware ( l.s. ) , information board for iec , providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x50 x6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 04 ( 16000 litre 12 m staging ) , construction of 200mm x165mm x120.00 m deep high yield drilled tube well , hydt : cost of drilling 200mmx165mmx125 mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore 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. , ( a ) 0.00m up to 50.00m depth below g.l. in rural areas , ( b ) above 50.00 m depth. in rural areas , 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. , supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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. ( as per latest guide line of mnre ) , provision of solar night lamp. , 16000 litre capacityr.c.c. water tank ( 2.7x2.7x2m internal size ) with 12 m staging havingutility room at ground level , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing andcuring, etc, complete. ( by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted. ) , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , column from g.l to roof beam of utility room , column from roof beam to 2nd bracing beam of utility room , column from 2nd bracing beam to 3rd bracing beam , column from 3rd bracing beam to tank base , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) ( excluding m.s, or tor reinforcement ) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof , tank roof top , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a brick work in c.m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i. , providing r.c.c.m 200 in nominal mix of ( 1:1.5:3 ) in lintel with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse of f.m 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. , providing av.63 mm thick r.c.c m 200 in nominal mix of ( 1:1.5:3 ) chhajja with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position, vibrating, striking, 6mm cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand of f.m 1.5, curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e / i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab / beam at the time ofcasting all complete as per building specification and direction of e / i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. , providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 6 mm cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing 19 mm water proof cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e / i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly, scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c / c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c / c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , distribution network & house connection60 80 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 80 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 80mm dia. , 63mm dia. , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 80 mm hdpe pipe , 63 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 32 mm dia and weight not less than 700 gms , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5.full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanised chain link mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all compelete as per building specification direction of e / i. , labour cost offitting and fixing galvanised chain link mess up height of 2 mincluding cost of staples ( but excluding the cost of cement concrete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6 mm dia holes in m.s angle iron for fixing of stables etc.as per building specification and direction of e / i. , labour for cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm fitted onm.s. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post, , applying a priming red lead paint over steel work, taxesexcluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / sq m , cost of 50 x 50 x 6 mm m.s. angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , add 12 % gst , adding labour cess @ 1% of estimated cost...

Drinking Water And Sanitation Department - Jharkhand

31284724 construction of rural water supply scheme through dt/hydt/gpt/hygpt solar based 1hp/2hp d.c. motor pump complete set for different tolas of concern village which is not included in mvs and has no electricity or less electricity to supply water 2000/3000lph maximum at least 15/30 years for 24 x 7 supply with 100% coverage by tap water facility under j.j.m. (ormanjhi block chetanbari svs group of scheme) chetanbar svs group of scheme chetanbar svs group of scheme , model 1b with source ( drilled t / w 125 / 115dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , including all lifts, levelling , ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design , building specification and direction of e / i ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials , labour , royalty and taxes all complete as per building specification and direction of e / i , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i , providing nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. , hardware ( l.s. ) , information board for iec , providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x50 x6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 02 ( 8000 litre 8 meter staging ) , construction of 125mm x115mm x 90.0 m deep drilled tube well , supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using d.t.h. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete , ( a ) 0.00m up to 30.00m depth below g.l. in rural areas , ( b ) 30.000m up to 120.00m depth beyond . in rural areas , basic rate of 125mmdia blue upvc casingpipe confirming to i.s.i . latest revision is ( 12818 ) / 2016 , supplying all materials, labour and inserting upvc bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per is 12818 1392 with latest revision all complete job with taxesas per specification and direction of e / i. , supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting casing pipe , 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 direction e / i. , supplying laboursand equipment’s including 125mm dia g.i. cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of e / i. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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. ( as per latest guide line of mnre ) , provision of solar night lamp. , 8000 litre capacityr.c.c. water tank ( 2.1x2.1x2.1m internal size ) with 8 m staging having utility room at ground level , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing andcuring, etc, complete. ( by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted. ) , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , g.l to above roof of utility room , column utility room, roof beam to tank beam m 25 , column tank beam to tank roof m 25 , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) ( excluding m.s, or tor reinforcement ) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof m 30 , tank roof top m 25 , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a brick work in c.m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i. , providing r.c.c.m 200 in nominal mix of ( 1:1.5:3 ) in lintel with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse of f.m 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. , providing av.63 mm thick r.c.c m 200 in nominal mix of ( 1:1.5:3 ) chhajja with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position, vibrating, striking, 6mm cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand of f.m 1.5, curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e / i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab / beam at the time ofcasting all complete as per building specification and direction of e / i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. , providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 6 mm cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing 19 mm water proof cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e / i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly, scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c / c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c / c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , distribution network & house connection20 40 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65mm dia. , 50mm dia. , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc ( 01 sim each year ) , model 04 ( 16000 litre 12 m staging ) , construction of 200mm x165mm x120.00 m deep high yield drilled tube well , hydt : cost of drilling 200mmx165mmx125 mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore 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. , ( a ) 0.00m up to 50.00m depth below g.l. in rural areas , ( b ) above 50.00 m depth. in rural areas , 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. , supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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. ( as per latest guide line of mnre ) , provision of solar night lamp. , 16000 litre capacityr.c.c. water tank ( 2.7x2.7x2m internal size ) with 12 m staging havingutility room at ground level , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing andcuring, etc, complete. ( by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted. ) , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , column from g.l to roof beam of utility room , column from roof beam to 2nd bracing beam of utility room , column from 2nd bracing beam to 3rd bracing beam , column from 3rd bracing beam to tank base , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully / steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. ( by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted ) ( excluding m.s, or tor reinforcement ) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof , tank roof top , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 100 a one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a brick work in c.m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing designation 75a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i. , providing r.c.c.m 200 in nominal mix of ( 1:1.5:3 ) in lintel with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse of f.m 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing ( but excluding the cost of reinforcement ) , taxes and royalty all complete as per building specification and direction of e / i. , providing av.63 mm thick r.c.c m 200 in nominal mix of ( 1:1.5:3 ) chhajja with approved quality of stone chips ( 20mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position, vibrating, striking, 6mm cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand of f.m 1.5, curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including carriage of m.s bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e / i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab / beam at the time ofcasting all complete as per building specification and direction of e / i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. , providing 12 mm cement plaster ( 1:4 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 6 mm cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing 19 mm water proof cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e / i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly, scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c / c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c / c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , distribution network & house connection60 80 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 80 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 80mm dia. , 63mm dia. , providing and supplying high density polyethylene ( hdpe ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 80 mm hdpe pipe , 63 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing g.m. ferrule of approved make in existing c.i. / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 32 mm dia and weight not less than 700 gms , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5.full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , bricks lead 20 km ( avg. ) , galvanised chain link mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing p.c.c.m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all compelete as per building specification direction of e / i. , labour cost offitting and fixing galvanised chain link mess up height of 2 mincluding cost of staples ( but excluding the cost of cement concrete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6 mm dia holes in m.s angle iron for fixing of stables etc.as per building specification and direction of e / i. , labour for cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm fitted onm.s. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post, , applying a priming red lead paint over steel work, taxesexcluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / sq m , cost of 50 x 50 x 6 mm m.s. angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 20 km ( avg. ) , sand lead 20 km ( avg. ) , stone chips lead 20 km ( avg. ) , steel reinforcement lead 20 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , add 12 % gst , adding labour cess @ 1% of estimated cost...

Central Coalfields Limited - Jharkhand

30719591 day to day cleaning and sweeping of entire premises of central hospital dhori cleaning of drain and removing of shrubs and grasses in and around campus of central hospital of dhori area for two years...

Eastern Coal Fields Ltd - Jharkhand

30197605 annual contract for garbage grass shrubs cleaning around mini complex balbatika backside of 20 seater with in colony of urjanagar colony for one year under rajmahal area.(2nd call)....

Road Construction Department - Jharkhand

30166856 clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness in 15 road (total length 302.646 km) in all three road sub divisions under road division, jamshedpur for the year 2021 22 under road safety....

Eastern Coal Fields Ltd - Jharkhand

30165272 annual contract for garbage grass shrubs cleaning around mini complex balbatika backside of 20 seater with in colony of urjanagar colony for one year under rajmahal area. ( 2nd call ) . ...

Central Coalfields Limited - Jharkhand

30087059 removal of dry leaves, shrubs, sweeping, collection of garbage from door to door, drain cleaning and disposal of the same for 06 months at basant vihar colony under ashok ocp, piparwar area. r ...

Urban Development Department - Jharkhand

30074302 estimate for rain water harvestion in ward ( 17 24 ) in government building under nagar parishad ramgarh estimate for rain water harvestion in ward ( 17 24 ) in government building under nagar parishad ramgarh , jungle clerance in borrow area, building premises flanks and slopes on the roads, canals and ambankment by removing the grass and the jungle bushes from the top including weeding out shrubes including roots and leveling etc. complete as per direction of e l. ( specification revised in the metting of regional co ordinators held on 11.01.84 in the office of t.e.c. , earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item a ) and disposal of excavated earth as obtained to a distance upto 50m including all lifts. leveling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. , extra for earthwork in hard soil as per specification and direction of e / i. ( vide classification of soil item b ) , supplying labour and equipments for digging well ( vide classification of soil items c ) with chisel and hammer including disposal of excavated materials and stacking the spoils to safe distance at 50 metre all complete as per specification and direction of e / i. , cost of driilling 200mm x 16mm x 150m deep bore well in all kind of soil hydt drilling upto 50 m depth below g.l in rural area , supplying laying boulder in rock toe, heel trenches of the dam as per design , drawing including the cost of materials all complete as per specification and direction of e / i , supplying and laying good quality of stone metal filter ( 20mm to 63mm size ) in rock toe, heel trenches , tee drain as per design drawing including the cost of materials all complete as per specification and direction of e / i , supplying and laying sand filter flanking in horizontal portion of the dam as per design and drawing with watering compaction including cost of sand , royalyty etc, but. excluding the cost of carrige all complete as per specification 0 , providing p.c.c. m 100 with nominal mix of ( 1:3:6 ) in foundation with approved quality of stone metal grade iii ( 50 mm to 25 mm size ) clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of engineer in charge. , providing 75 a designation brickwork in cm 1:6 in foundation do do complete job as per specification and direction of e / i , providing 12 mm cement plaster in cement mortar 1:6 with clean coarse sand of f.m. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of e / i , supplying materials and labours for constructing inspection chamber of designation class 75 b bricks size 750 mm deep, 600 x 450 mm internal dimension having 250 mm wall thickness in cement mortar ( 1:6 ) including 12 mm cement plaster ( 1:4 ) with punning on inside and cement plaster ( 1:6 ) with 600 x 475 mm g.i. cover with frame ( weight not less than 36 kg. ) along with earthwork in excavation and 80 mm thick p.c.c. ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. all complete as per specification and direction of e / i. 110 mm dia , providing rcc m20 with nominal mix of 1:1.5:3 in slab do all complete as per specification and direction of e / i. , supply of upvc casing pipe 200 mm x 3 m length , labour charge for lowering and fitting of upvc casing , supplying labours and tools for laying and jointing u.p.v.c. pipe in trenches and making joints with u.p.v.c. collar and solvent cement, including providing night guard, barrier & red light to safe guard against accident, all complete as per specification and direction of e / i. ( b ) 110 / 100 mm dia , providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion 110 mm coupler , bend 110 mm , supplying material and construction of brick masonry drain 150 mm width and 150 mm depth with 250 mm apron on both side over 50 mm thick pcc 1:3:6 over brick flat soling and sand filling with plaster do all complete job as per specification and direction of ei , providing tor steel reinforcement 0f 10 mm dia do all complete job as per specification and direction of ei , ( i ) cement , ( ii ) sand , ( iii ) s chips , ( iv ) stone , ( v ) bricks , ( vi ) metal , add gst @12% , add labour cess @1%...

Urban Development Department - Jharkhand

30074297 estimate for rain water harvestion in ward ( 25 32 ) in government building under nagar parishad ramgarh estimate for rain water harvestion in ward ( 25 32 ) in government building under nagar parishad ramgarh , jungle clerance in borrow area, building premises flanks and slopes on the roads, canals and ambankment by removing the grass and the jungle bushes from the top including weeding out shrubes including roots and leveling etc. complete as per direction of e l. ( specification revised in the metting of regional co ordinators held on 11.01.84 in the office of t.e.c. , earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item a ) and disposal of excavated earth as obtained to a distance upto 50m including all lifts. leveling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. , extra for earthwork in hard soil as per specification and direction of e / i. ( vide classification of soil item b ) , supplying labour and equipments for digging well ( vide classification of soil items c ) with chisel and hammer including disposal of excavated materials and stacking the spoils to safe distance at 50 metre all complete as per specification and direction of e / i. , cost of driilling 200mm x 16mm x 150m deep bore well in all kind of soil hydt drilling upto 50 m depth below g.l in rural area , supplying laying boulder in rock toe, heel trenches of the dam as per design , drawing including the cost of materials all complete as per specification and direction of e / i , supplying and laying good quality of stone metal filter ( 20mm to 63mm size ) in rock toe, heel trenches , tee drain as per design drawing including the cost of materials all complete as per specification and direction of e / i , supplying and laying sand filter flanking in horizontal portion of the dam as per design and drawing with watering compaction including cost of sand , royalyty etc, but. excluding the cost of carrige all complete as per specification 0 , providing p.c.c. m 100 with nominal mix of ( 1:3:6 ) in foundation with approved quality of stone metal grade iii ( 50 mm to 25 mm size ) clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of engineer in charge. , providing 75 a designation brickwork in cm 1:6 in foundation do do complete job as per specification and direction of e / i , providing 12 mm cement plaster in cement mortar 1:6 with clean coarse sand of f.m. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of e / i , supplying materials and labours for constructing inspection chamber of designation class 75 b bricks size 750 mm deep, 600 x 450 mm internal dimension having 250 mm wall thickness in cement mortar ( 1:6 ) including 12 mm cement plaster ( 1:4 ) with punning on inside and cement plaster ( 1:6 ) with 600 x 475 mm g.i. cover with frame ( weight not less than 36 kg. ) along with earthwork in excavation and 80 mm thick p.c.c. ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. all complete as per specification and direction of e / i. 110 mm dia , providing rcc m20 with nominal mix of 1:1.5:3 in slab do all complete as per specification and direction of e / i. , supply of upvc casing pipe 200 mm x 3 m length , labour charge for lowering and fitting of upvc casing , supplying labours and tools for laying and jointing u.p.v.c. pipe in trenches and making joints with u.p.v.c. collar and solvent cement, including providing night guard, barrier & red light to safe guard against accident, all complete as per specification and direction of e / i. ( b ) 110 / 100 mm dia , providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion 110 mm coupler , bend 110 mm , supplying material and construction of brick masonry drain 150 mm width and 150 mm depth with 250 mm apron on both side over 50 mm thick pcc 1:3:6 over brick flat soling and sand filling with plaster do all complete job as per specification and direction of ei , providing tor steel reinforcement 0f 10 mm dia do all complete job as per specification and direction of ei , ( i ) cement , ( ii ) sand , ( iii ) s chips , ( iv ) stone , ( v ) bricks , ( vi ) metal , add gst @12% , add labour cess @1%...

Urban Development Department - Jharkhand

30074296 estimate for rain water harvestion in ward ( 9 16 ) in government building under nagar parishad ramgarh estimate for rain water harvestion in ward ( 9 16 ) in government building under nagar parishad ramgarh , jungle clerance in borrow area, building premises flanks and slopes on the roads, canals and ambankment by removing the grass and the jungle bushes from the top including weeding out shrubes including roots and leveling etc. complete as per direction of e l. ( specification revised in the metting of regional co ordinators held on 11.01.84 in the office of t.e.c. , earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item a ) and disposal of excavated earth as obtained to a distance upto 50m including all lifts. leveling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. , extra for earthwork in hard soil as per specification and direction of e / i. ( vide classification of soil item b ) , supplying labour and equipments for digging well ( vide classification of soil items c ) with chisel and hammer including disposal of excavated materials and stacking the spoils to safe distance at 50 metre all complete as per specification and direction of e / i. , cost of driilling 200mm x 16mm x 150m deep bore well in all kind of soil hydt drilling upto 50 m depth below g.l in rural area , supplying laying boulder in rock toe, heel trenches of the dam as per design , drawing including the cost of materials all complete as per specification and direction of e / i , supplying and laying good quality of stone metal filter ( 20mm to 63mm size ) in rock toe, heel trenches , tee drain as per design drawing including the cost of materials all complete as per specification and direction of e / i , supplying and laying sand filter flanking in horizontal portion of the dam as per design and drawing with watering compaction including cost of sand , royalyty etc, but. excluding the cost of carrige all complete as per specification 0 , providing p.c.c. m 100 with nominal mix of ( 1:3:6 ) in foundation with approved quality of stone metal grade iii ( 50 mm to 25 mm size ) clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of engineer in charge. , providing 75 a designation brickwork in cm 1:6 in foundation do do complete job as per specification and direction of e / i , providing 12 mm cement plaster in cement mortar 1:6 with clean coarse sand of f.m. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of e / i , supplying materials and labours for constructing inspection chamber of designation class 75 b bricks size 750 mm deep, 600 x 450 mm internal dimension having 250 mm wall thickness in cement mortar ( 1:6 ) including 12 mm cement plaster ( 1:4 ) with punning on inside and cement plaster ( 1:6 ) with 600 x 475 mm g.i. cover with frame ( weight not less than 36 kg. ) along with earthwork in excavation and 80 mm thick p.c.c. ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. , providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. all complete as per specification and direction of e / i. 110 mm dia , providing rcc m20 with nominal mix of 1:1.5:3 in slab do all complete as per specification and direction of e / i. , supply of upvc casing pipe 200 mm x 3 m length , labour charge for lowering and fitting of upvc casing , supplying labours and tools for laying and jointing u.p.v.c. pipe in trenches and making joints with u.p.v.c. collar and solvent cement, including providing night guard, barrier & red light to safe guard against accident, all complete as per specification and direction of e / i. ( b ) 110 / 100 mm dia , providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion 110 mm coupler , bend 110 mm , supplying material and construction of brick masonry drain 150 mm width and 150 mm depth with 250 mm apron on both side over 50 mm thick pcc 1:3:6 over brick flat soling and sand filling with plaster do all complete job as per specification and direction of ei , providing tor steel reinforcement 0f 10 mm dia do all complete job as per specification and direction of ei , ( i ) cement , ( ii ) sand , ( iii ) s chips , ( iv ) stone , ( v ) bricks , ( vi ) metal , add gst @12% , add labour cess @1%...

Urban Development Department - Jharkhand

30074292 estimate for rain water harvestion in ward (1 8) in government building under nagar parishad ramgarh estimate for rain water harvestion in ward (1 8) in government building under nagar parishad ramgarh , jungle clerance in borrow area,building premises flanks and slopes on the roads,canals and ambankment by removing the grass and the jungle bushes from the top including weeding out shrubes including roots and leveling etc. complete as per direction of e l. (specification revised in the metting of regional co ordinators held on 11.01.84 in the office of t.e.c. , earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item a) and disposal of excavated earth as obtained to a distance upto 50m including all lifts. leveling ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e/i. , extra for earthwork in hard soil as per specification and direction of e/i. (vide classification of soil item b) , supplying labour and equipments for digging well (vide classification of soil items c) with chisel and hammer including disposal of excavated materials and stacking the spoils to safe distance at 50 metre all complete as per specification and direction of e/i. , cost of driilling 200mm x 16mm x 150m deep bore well in all kind of soil hydt drilling upto 50 m depth below g.l in rural area , supplying laying boulder in rock toe,heel trenches of the dam as per design ,drawing including the cost of materials all complete as per specification and direction of e/i , supplying and laying good quality of stone metal filter (20mm to 63mm size) in rock toe,heel trenches ,tee drain as per design drawing including the cost of materials all complete as per specification and direction of e/i , supplying and laying sand filter flanking in horizontal portion of the dam as per design and drawing with watering compaction including cost of sand ,royalyty etc,but.excluding the cost of carrige all complete as per specification 0 , providing p.c.c. m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade iii (50 mm to 25 mm size) clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of engineer in charge. , providing 75 a designation brickwork in cm 1:6 in foundation do do complete job as per specification and direction of e/i , providing 12 mm cement plaster in cement mortar 1:6 with clean coarse sand of f.m. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of e/i , supplying materials and labours for constructing inspection chamber of designation class 75 b bricks size 750 mm deep, 600 x 450 mm internal dimension having 250 mm wall thickness in cement mortar (1:6) including 12 mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475 mm g.i. cover with frame (weight not less than 36 kg.) along with earthwork in excavation and 80 mm thick p.c.c. (1:3:6) in foundation and refilling all complete as per specification and direction of e/i. , providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving10 mm gap for thermal expansion, (i) single socketed pipes. all complete as per specification and direction of e/i.110 mm dia , providing rcc m20 with nominal mix of 1:1.5:3 in slab do all complete as per specification and direction of e/i. , supply of upvc casing pipe 200 mm x 3 m length , labour charge for lowering and fitting of upvc casing , supplying labours and tools for laying and jointing u.p.v.c. pipe in trenches and making joints with u.p.v.c. collar and solvent cement, including providing night guard, barrier & red light to safe guard against accident, all complete as per specification and direction of e/i.(b) 110/ 100 mm dia , providing and fixing on wall face unplasticised pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion 110 mm coupler , bend 110 mm , supplying material and construction of brick masonry drain 150 mm width and 150 mm depth with 250 mm apron on both side over 50 mm thick pcc 1:3:6 over brick flat soling and sand filling with plaster do all complete job as per specification and direction of ei , providing tor steel reinforcement 0f 10 mm dia do all complete job as per specification and direction of ei , (i) cement , (ii) sand , (iii) s chips , (iv) stone , (v) bricks , (vi) metal , add gst @12% , add labour cess @1%...

Drinking Water And Sanitation Department - Jharkhand

29649959 construction of nabl lab building with provision of furniture and electric work etc under d.w.and s. division jamtara for the year 2021 22. 2 jungle clearance including weeding out shrubs and small tress up to 150m dia and their removal as per specification and direction of e / i. 3 dismantling patent stone floor including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with leads all complete as per direction of e / i 4 dismantling pace brick or lime work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with leads all complete as per direction of e / i 5 earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item a ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of e / i. 6 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i ( mode of measurement competed volume ) . 7 providing designation 75aone brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i 8 providing p.c.c.m 75 with nominal mix of ) 1:4:8 ) in: foundation with approved quality of stone metal grade – iii ( 50 mm to 25mm, ) size clean; coarse sand of f m 2 5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and selection engineer in charge 9 providing designation 75a brick work in c m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 10 providing r.c.c.m 200 with nominal mix of ( 1:1½:3 ) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f m 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction e / i 11 filling in foundation trenches and plinth in layers not exceeding 150 thick well watered, rammed, fully compacted and fine dressed with earth obtained form excavation of foundation trenches within a lead of 50m and lift of 1 5m all complete as per building specification and direction of e / i ( mode of measurement compacted volume ) 12 providing r.c.c.m with nominal mix of ( 1:1½:3 ) at tie beam with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f m 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction e / i 13 providing r c c m 200 with nominal mix of ( 1:1½:3 ) in columns with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 14 providing designation 75 a brick work in c.m ( 1:6 ) in superstructure with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening materials, scaffolding, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of e / i 15 providing r.c.c.m 150 with nominal mix of ( 1:1½:3 ) in lintel with approved quality of stone ships 20mm to 6mm size grade and clean coarse sand of f m 2 5 to 3 including screening, centering shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction e / i 16 providing 35mm, thick pre cast r.c.c.m 150 with nominal mix of ( 1:1½:3 ) shelves with approved quality of stones chips 12mm to 6mm six graded and clean coarse sand of f m 2 5 to 3 with 1 5 mm cement pumping at top and side and 6mm cement plaster ( 1:4 ) at bottom including screening, curing, and placing the slab in position ( but excluding the cost of reinforcement ) taxes and royalty all complete, as per building specification and direction of e / i 17 providing average 63 mm thick r.c.c.m 150 with nominal mix of ( 1:1½:3 ) chajjawith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f m 2 5 to 3 including making drip course in concrete, screening, centering, shuttering, and mixing cement concrete in mixer and placing in position, vibrating, striking, and 6mm cement plaster ( 1:4 ) in citing and sides of chajja with sand of f m 1.5 curing ( but excluding the cost of reinforcement ) taxes, and royalty all complete as per building specification and direction of e / i 18 providing r.c.c.m 150 with nominal mix of ( 1:1½:3 ) at roof beam with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f m 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction e / i 19 providing r.c.c.m 200 with nominal mix of ( 1:1½:3 ) in roof slab with 0.15m projections with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f m 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction e / i 20 providing and fixing fan hook of 16mm dia m / s bar 1 meter long bent to required six and shape, placed in position and fixed in r c c slab / beam at the time of casting all complete as per building specification and direction of e / i 21 supplying fitting and fixing good quality, well dressed and well seasoned local wood work in chaukhatsin doors and windows including wedge over clamps all complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specification and direction of e / i 22 supplying, fitting and fixing 35mm thick solid core type decorative single leaf flush door shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resin of standard make with aluminum fittings such a hinges, tower bolts, handle, cleats and sand block and taxes all complete as per building specification and direction of e / i 23 supplying, fitting and fixing 32mm thick good quality, well dressed and well seasoned sal wood fully paneled shutters in windows with 20mm, thick panels with oxidized iron fittings such as hinges, sliding door, bolts, tower bolts, hand lines of rigs, hook and eyes, cleats, sand blocks as per schedule , taxes and royalty all complete as per building specification and direction of e / i 24 supplying fitting and fixing m.s grill made of 20x6mm ms flat as per approved design and drawing properly fabricate with joints continuous fillet welded and finished smooth, carriage of grill t o work site, hoisting as per building specification and direction of e / i 25 providing 6mm thick cement plaster ( 1:4 ) in ceiling with clean coarse sand of f m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i 26 providing 12mm, cement plaster ( 1:6 ) with clean coarse sand of f m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i 27 providing and laying vitrified floor tiles in different sizes ( thickness to be specified by the manufacturer ) with water absorption less than 0.08% and conforming to is : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) , including grouting the joints with white cement and matching pigments etc., complete. 28 providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete. 29 providing and laying 6mm pre cast white glazed tiles in wall over 12mm cement mortar ( 1:3 ) and jointed with gray cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royalty all complete as per building specification and direction and of e / i 30 providing and laying 25mm thick white makrana marble stone slab flooring of approved quality over 19mm thick base of lime mortar ( 1:1:1 ) ( lime putty: urchin: coarse sand ) laid and joined with white cement starry including rubbing and polishing 31 providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of e / i 32 providing primer one coat of approved shade and make over new wooden surface including preparing the surface after cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specification and direction of e / i 33 providing two coats of synthetic enamel paint of approved shade and make over new wooden surface after cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specification and direction of e / i 34 providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales smokes and grease and cleaning the surface toughly including cost of scaffolding and taxes all complete as per building specification and direction of e / i 35 providing two coat of synthetic enamel paint of approved shade and made over steel surface including preparing the surface after cleaning, removing rust, dirt, scales smokes and grease and cleaning the surface toughly including cost of scaffolding and taxes all complete as per building specification and direction of e / i 36 providing tor steel reinforcement of 8mm dia rods as per approved design and drawing excluding carriage of m s rods ( straight or in coils ) to work site cutting, bending and ending with annealed wire the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i 37 8mm dia 38 10mm dia 39 12mm dia 40 16mm dia 41 carriage of materials from kiln site or quarry site to work site including loading, uploading, transportation, etc all complete 42 cementlead 10 km ( avr ) 43 stone chips lead 11 km ( avr ) 44 sand lead 36 km ( avr ) 45 bricks lead 6 km ( avr ) 46 steelreinforcement lead 10 km ( avr ) 47 electric work at nabl lab building 48 wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm fr pvc insulated copper conductor single core cable in surface / recessed pvc conduit, with modular switch, modular plate, suitable gi box etc as required. 49 group b 50 wiring for light / power plug with 2 x 4 sq. mm frpvc insulated copper conductor single core cable in surface / recessed pvc conduit alongwith 1 no. sq. mm frpvc insulated copper conductor single core cable for loop earthing as required 51 wiring of circuit sub main wiring along with earth wire with the following sizes of pvcinsulated copper conductor single core cable in surface of recessedpvc conduit as required 52 2 x 2.5 sq.mm + 1 x 2.5 sq. mm earth wire 53 2 x 4.0 sq.mm + 1 x 4.0 sq. mm earth wire 54 supplying and following modular type switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc as required. 55 5 / 6 amps, one way switch ( for exstin swiitch board ) 56 5 / 6 amps, 3 ppin socket outlet ( for exstin swiitch board ) 57 s / f modular type electronic fan regulator: 58 supplying and fixing stepped type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc as required. 59 supply and fixing light plug point with modular type accessories: 60 supply and fixing gi box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5 / 6 amps modular socket outlet and 5 / 6 amps modular type switch, connection, painting etc as required. 61 supply and fixing light plug point with modular type accessories: 62 supply and fixing gi box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15 / 16 amps modular socket outlet and 15 / 16 amps modular type switch, connection, painting etc as required. 63 s / f batten / angle holder: 64 supplying and fixing batten / angle holder including connection etc as required. 65 s / f mccb in cubical panel board providiingand fixing , followingrating and capacty forur pole mccb in existing cubical panel board, includng drilling holesin double panel, making connection , etc. as required 66 250 amps, 35 ka, fixed thermal setting 67 s / f busbar chamber: 68 providiingand fixing , followingcapacty busbar chamber with 4 strips of sutable size made of copper heavy duty, complete with all accessories includng connections , earthing the bodyetc. as required 69 300 amps 70 s / f sheet metal on / off load chaneover: 71 providiingand fixing , followingcapacty 2 pole / 4 pole on / off load chaneover swiitches with side handle operation in sheet enclosure in existiing metal board drilling holes in metal board makingconnection , earthing the bodyetc. as required 72 320 amps, 4 pole 73 s / f s.p. mcb db supplying and fiixin following way siingle pole netural, sheet , mcb distribution board, 240 volts, on surface / recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections phosphatized and power painted including earthing etc. as required ( but withoutbmcb / rccb / isolator ) 74 4 way, single door 75 s / f c series sp mcb: 76 supplying and fixing 240 volts, c series, miniature circuit breaker suitable for inductive loads of following poles in the existing mcb db complete with connections, testing and commissioning etc, as required. make legrand / schneider / siemens. 77 6 / 32a single pole 78 s / f dp mcb isolator supplying and fixingg following ratiing double pole, 240 volts, isolator in the exiisting mcb db complete wiith connections, testin and commiissioning etc. as required. 79 40 amps 80 g.i. earth pipe eletrode: 81 earthing with g.i. earth pipe 4.5 mtr long, 40mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required. ( with charcoal or cock and salt ) . 82 copper earth plate electrode: 83 earthing with copper plate 600mmx 600mmx 3mm thick including acessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or cock and salt ) complete etc. as required. ( 2 nos. for main panel, 2 nos. for apfc panel, 3 nos. for d.g set, 3 nos for transformer ) 84 salt & cock for plate earth elecrode : 85 providing and fixing salt and cock for g.i. &copper plate earthelecrode etc. as required. 86 s / l 8 swg copper wire in ground ( for main panel and ac panel ) : 87 s / l 8 swg wire in ground: supplying and layingswg .i. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required. 88 providing and fixing g.i. lightning conductor finial : 89 p / f of lighting conductor finial, made of 25mm dia 300mm long, g.i.tube, having single prong at top, with 85mm dia 6mm thick g.i. base plate including holes etc. complete as required. 90 reverting sweating and soldering lighting conductor tape : 91 reverting sweating and soldering of copper / g.i. tape ( with another copper / g.i. tape, base of the finial or any other metallic object ) as required. 92 p / f g.i. lightning conductor tape in horizontal run : 93 providing and fixingg.i.tape20mm x 3mm thick on parapet or surface of wall for lightning conductor completeetc. as required ( horizontal run ) . 94 p / f g.i. lightning conductor tape in vertical run : 95 providing and fixing g.i. tape20mm x 3mm thick on parapet or surface of wall for lightning conductor completeetc. as required ( vertical run ) . 96 laying of one number pvc insulated and pvc sheathed / xlpe power cable of 1.1 kvbut not exceediing 11 kv of size not exceeding 120 sq.mm. but not exceeding 400 sq. mm.direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 97 pvc / xlpe insulated, pvc sheathed, sheathed, heavy duty, armoured, electrcal cable with aluminiium conductor for working voltage upto and including 1100 volts ( conforms to is: 1554, part 1 ) 98 3.5cx 120 sq.mm. 99 ceiling fan 48 ( 1200mm ) 100 led street light ( 45 / 48 w ) 101 9 / 10 watt led bulb 102 1x 28 watt t5 tubelight fitting 103 furniture fornabl lab building 104 supplying of office furniture of godrej make inclusive of all taxes 105 ( a ) plain almirah with 4 adjustable shelves ( 78”x36”x19” ) 106 ( b ) office table t 9, with both side drawer ( 54”x27” ) 107 ( c ) earl high back revolving chair 108 laying of pipeline and water storage tank for nabl lab building 109 supplying fitting and fixing 2 nos. of 1000 ltr. water tank.all complete job as per specification and direction of e / i 110 32mm dia cpvc pipeb.c.d sr no 425 item code m1384 111 25mm dia cpvc pipe b.c.d sr no 424 item code m1383 112 15mm dia cpvc pipe b.c.d sr no 422 item code m1381 113 providing and supplying chlorinated polyvinyl chloride ( cpvc ) fittings of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 114 10% of hdpe and cpvc pipe cost 115 laying of cpvc / g i pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc all complete as per specification and direction of engineer in charge dwsd 3.1.2 116 32mm dia cpvc pipe 117 25mm dia cpvc pipe 118 providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. dwsd 3.1.12 119 32 mm dia and weight not less than 700 grm. 120 providing and fixing male ended 15mm dia brass bibcock of approved quality ( wt not less than 350gm ) with extra socket all complete as per specification and direction of e / i 121 supplying, fitting& fixing ro water purifier 50ltr / hour of aquaguard make including installation and commissioning all type of civil work ( including piping totank&inward outward water connection ) with two year warranty with maintainance work of all electrical &non electrical work with 24 months monthly visit, 6 mandatory service and complain and service report for two years. ( model ro watter purifier 50 ltrliter per hour suitable for 40 persons ) 122 o & m cost for 5 year 123 supplying, fitting and fixing vitreous white glazed earthen ware l w c of perry hindustan or any other i s s approved make with 100mm h c i ‘p’ trap ( 1:5 ) liters c i pull and let go flushing catering of names or other i s s equivalent make, complete with all fittings, c i or c c brackets 32 alkathenae p v c telescopic flush, pipe about 2m long with one brass coupling and clamps g i chain and pull including supplying and fixing a pair or vitreous white glazed earth ware footrest to be fixed in floor 15mm c i body brass spindle stole cock of weight not less than 50gms 15mm p v c connection pipe 450mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc all complete as per specification and direction of e / i 124 450 mm longwith 10.0 liter low level p v c cistem 125 supplying fitting and fixing and all materials and labour for jointing new toilet connection pipeto existing septic tank . 126 supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of perry of hindustan or any other i s s approved make supported on painted c i or r s brackets 32mm ci brass waste 15mm dia c i body brass spindle stop cock of approved quality of weight not less than 350grams 32mm p v c waste pipe 750mm long with brass coupling at one end and making plumber joints etc all complete as per specification and direction of e / i 127 supplying fitting and fixing white glazed fire’s clay sink of approved make with overflow regimentals supported on c i or r s painted brackets 40mm dia c p brass water with c p brass chain and rubber plug 40mm dia c p brass waste with c p brass chain and rubber plug 40mm dia p v c waste pipe above 750 long with brass coupling at one end and 15mm c i body brass spindle bib cock of approved quality of weight not less than 450 grams, including cutting wall end making good the same etc all complete as per specification and direction of e / i 128 c ) lab sink of size 400x300x150mm 129 15 mm dia c.i. brass pillar cock wt. not less than 400gms. 130 constructionofdrain and soak pit 131 earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item a ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of e / i. 132 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i ( mode of measurement competed volume ) . 133 providing designation 75aone brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i 134 providing p.c.c.m 100 with nominal mix of ) 1:3:6 ) in: foundation with approved quality of stone metal are – 111 ( 50 mm to 25mm, size clean; coarse sand of f m 2 5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and selection engineer in charge 135 providing 250mm thick brick jail work in c m ( 1:8 ) with designation 75a brick and approved quality of clean coarse sand of f m 2 to 2 5, finished with deep ruled pointing in c m ( 1:3 ) with sand of f m 1 5 on entire surface including the cost of finishing, the holes, screening carriage of materials, surf folding, raking out joints to 15mm depth, curing, taxes and royalty all complete, as per approved design, building specification and direction of e / i 136 providing designation 75a brick work in c m ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 137 providing following materials as filter media in the dia of approved quality and size in layers as per drawing and direction of engineer incharge all complete job wih all taxes and royaliy. 138 a ) brick batssr no.16 item code m198 139 b ) coarse sand ( f.m. greater then / 2 ) bcd 5.1.10 0.786m x 1.0m x 0.30 m = 0.24 m 3 140 providing precast rccm 200 with nominal mist of ( 1:1.5:3 ) slab of desired size with approved quality of stone chips and clean coarse sand of f m 2 5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete ( but excluding the cost of reinforcement ) taxes and royalty, all complete as per building specification and direction of e / i 141 providing or steel reinforcement of 10mm 12 mm & 16mm, dia bars as per approved design and drawingexcluding carriage of for road to work site including cutting loading and banding with do wire with cost of removal of placing the rods in position all complete as perspecification and direction of e / i.10mm 142 providing 12mm thick cement plaster ( 1:6 ) with clean coarse sand of f m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i 143 providing 1 5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e / i 144 providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as perdirection of e / i. 145 supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c. ( 1:3:6 ) over a brick flat soling apron laying brick work in c.m. ( 1:6 ) 12mm cement plaster ( 1: 3 ) with punning on exposed surface all complete job as perspecification and direction of e / i. 146 carriage of materials from kiln site or quarry site to work site including contractors profit . loading , unloading, transportation etc all complete. 147 cement and steelreinforcement lead 10 km ( avr ) 148 stone chips lead 11 km ( avr ) 149 sand lead 36 km ( avr ) 150 bricks lead 6 km ( avr ) 151 12% gst 152 1% labour cess...

Eastern Coal Fields Ltd - Jharkhand

29572743 annual contract for garbage grass shrubs cleaning around mini complex balbatika backside of 20 seater with in colony of urjanagar colony for one year under rajmahal area....

Eastern Coal Fields Ltd - Jharkhand

29516649 annual contract for garbage grass shrubs cleaning around mini complex balbatika backside of 20 seater with in colony of urjanagar colony for one year under rajmahal area. annual contract for garbage grass shrubs cleaning around mini complex balbatika backside of 20 seater with in colony of urjanagar colony for one year under rajmahal area....

Central Coalfields Limited - Jharkhand

28938249 removal of dry leaves, shrubs, sweeping collection of garbage from door to door, cleaning and disposal of the same for one year at diifeerent colonies c type sur vihar, b type ashok block in ashok vihar and 48 mq of ashok block under gm unit piparwar removal of dry leaves, shrubs, sweeping collection of garbage from door to door, cleaning and disposal of the same for one year at diifeerent colonies c type sur vihar, b type ashok block in ashok vihar and 48 mq of ashok block under gm unit piparwar...

Urban Development Department - Jharkhand

28925684 development of pundag park in front of dream tower at ranchi. development of pundag park in front of dream tower at ranchi. , labour for cleaning the work site before and after work etc. , earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item a) and disposal of excavated earth a obtained to a distance up to 50m including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of e/i. , extra for earth work in hard soil as per specification and direction of e/i. (vide classfication of soil item b) , earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5m all complete as per building specification and direction of e/i. (mode of measurement compacted volume). , providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, labour, rotalty and taxes all complete as per building specification and direction of e/i (mode of measurement compacted volume). , providing designation 75b brick work in c.m. (1:6) in foundation and plinthwith approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of e/i. , providing designation 75a brick work in c.m. (1:6) in superstructure with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing designation 75 b brick work in c.m. (1:6) in superstructure with approved quality of clean coarse sand of f.m. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of e/i. , providing designation 125mm thick reinforced designation 75a brick work in (1:4) in superstructure with approved quality of clean coarse sand of f.m. 2 to 2.5 including the cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement0 all complete as per building specification and direction of e/i. , providing p.c.c. m 150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and mixing cement sand of f.m 2.5 to 3 including screening, shuttering, vibrating, skirting, curing, taxes and royalty all complete all complete as per specification and direction of engineer incharge. , providing p.c.c. m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade iii (50 mm to 25mm size) clean coarse sand of f.m 2.5 to 3 including screening, shuttering,mixing cement concrete in mixer and placing in position vibrating, skirting, curing, taxes and royalty all complete all complete as per building specification and direction of engineer incharge. , providing p.c.c./r.c.c. m 200 with normal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of e/i , providing r.c.c. m 200 in band at plinth level with nominal mix of (1:1.5:3) of approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of e/i. , providing r.c.c. m 200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of e/i. , providing r.c.c. m 200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of e/i. , providing r.c.c. m 200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of e/i. , providing r.c.c. m 200 with nominal mix of (1:1½:3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of e/i. , providing r.c.c. m 200 with nominal mix of (1:1.5:3) in stiffners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering mixing cement concrete in mixes and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement, taxes and royalty all complete as per building specification and direction of e/i. , providing r.c.c. m 200 with nominal mix of (1:1½:3) in columns withapproved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, skirting, curing, (but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of e/i. , providing av. 63mm thick r.c.c. m 200 with nominal mix of (1:1.5:3) chajja with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering and mixing cement concrete in mixer and placing in position, vibrating, striking 6mm cement plaster (1:4) in ceiling and sides of chajja with sand of f.m. 1.5 curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/i. , centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete , centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers , centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts , suspended floors, roofs, landings, balconies and access platform , providing precast r.c.c. m 200 with nominal mix of (1:1.5:3) slab of desired size with approved quality of stone chips and clean coarse sand of f.m. 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of e/i. , s/f 35mm thick solid core type non decorative single leaf flush door and windows with black board core banded with high quality phenol formaldehydes synthetic resin both side commercial veneered of standard make with oxidized iron fittings such as hinges, sliding door bolts tower bolts, handles or rings hooks and eyes, cleats sand block as per schedule taxes and royalty all complete as per building and direction of e/i. , providing toe steel reinforcement of 8mm dia to 32mm dia rods as approved design and drawing excluding carriage of m.s. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e/i. tmt fe 500 (only valid for sail & tata steel)8# @ , 10# @ , 12# 25# @ , s/f m.s. grill made of 20 x 6mm m.s. flat as per approved design and drawing, properly fabricated with joints continous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction ofe/i. (where materials is not supplied by the deptt.) , providing and fixing fan hooks of 16mm dia m.s. bar & 1 meter long, bent torequired size and shape, placed in position and fixed in the r.c.c.slab/beam at the time ofcasting all complete as per building specification and direction of e/i. , labour for hoisting, placing and fixing in position r.s. joist or tee including cutting to required shape and size straightening all complete job (but excluding the cost of joist or tee) as per direction of e/i. , providing designation 75a one brick flat soling joints fitted with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing designation 75 b one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of e/i. , providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to is: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3kg/sqm including grouting thejoints with white cement and matching pigments etc., complete size of tile 500x500 mm , providing 12mm thick cement plaster (1:6) with clean coarse sand of f.m. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of e/i. , providing 12mm thick cement plaster (1:6) with clean coarse sand of f.m. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of e/i. , providing 6mm thick cement plaster (1:4) in ceiling with clean of f.m. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of e/i. , providing 25mm thick water proof cement plaster (1:3) with clean coarse sand of f.m. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of e/i. , providing two coat of oil bound distemper of approved shade and make over a primer coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding, washing floors and taxes all complete as per building specification and direction of e/i. , providing two coat of snowcem shade and make over a coat of cement of primer on new surface including preparing the plastered surface smooth with sand paper, soaping, curing and taxes all complete as per building specification and direction of e/i. , providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt including scales, smokes, grease and sand preparing, including cost of scaffolding and taxes all complete as per building specification and direction of e/i.multiplying factor 1.2 (for each side) as per table 1 [is:1200] , providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of e/i. (mode of measurement area shall be multiplied by the co efficient as indicated in building specificatio).multiplying factor 1.0 (for painting all over) , providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of e/i.multiplying factor 1.0 (for painting all over) , making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth. , providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. granite of any colour and shade , stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. , supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 part 1 and m.s. top cover of required thickness for rolling shutters.80x1.25 mm m.s. laths with 1.25 mm thick top cover , providing and fixing pressed steel door frames conforming to is: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold ofmild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressedmild steel welded or rigidly fixed together by mechanical means, includingm.s. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplateand shock absorbers as specified and applying a coat of approved steelprimer after pre treatment of the surface as directed by engineerin charge:profile b fixing with adjustable lugs with split end tail to each jamb , steelworkweldedinbuiltupsections/framedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in stringers, treads, landings etc. of stair cases, including use ofchequered plate wherever required, all complete. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works , chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). light shade pigment using white cement , providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar1:4 (1 cement : 4 coarse sand) and finished neat complete. , finishing walls with textured exterior paint of required shade new work (two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm , finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade : new work (two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm) , providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. , providing and fixing g.i. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction ofengineer in charge. made of g.i. wire of dia. 4 mm, pvc coated to achieve outer dia not less than 5 mm in required colour and shade , providing and laying matt finished vitrified tile of size 300x300x9.8mm having water absorption less than 0.5% and conforming to is: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of engineer in charge. , providing and laying factory made chamfered edge cement concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer in charge.80 mm thick c.c. paver block of m 30 grade with approved color design and pattern. , providing and laying factory made chamfered edge cement concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of engineer in charge.60mm thick cement concrete paver block of m 35 grade with approved colour, design & pattern , providing and fixing chlorinated polyvinyl chloride (cpvc) pipes,having thermal stability for hot & cold water supply including all cpvcplain & brass threaded fittings this includes jointing of pipes & fittingswith one step cpvc solvent cement, trenching, refilling & testing ofjoints complete as per direction of engineer in charge. 50 mm nominal outer dia pipes , 25 mm nominal outer dia pipes , 15 mm nominal outer dia pipes , 15 mm nominal outer dia pipes , providing and placing on terrace (at all levels) polyethylene water storage tank isi : 12701 marked withcover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 5 storage tank of 1000 litres , providing and supplying high density polyethyene pipe (hdpe pipe) of 20 mm to 225 mm od and pressure 6.0 kg/cm2 and 10 kg/cm2 sutable ford water supply which is available in all standard, like isi 4984, iso 4427 din 8074 and various grades like pe 63, pe 80, pe 100 and newly invented pe 100+ materials rates are exfactoryexcluding transpotation, taxes and duties,contractor profit and overhead charges.note : cst @2% against form c and 4% without formc would be charged extra. b hdpe pipe of materials grade pe80 pn10 (dia in mm) 25 mm pipe , supplying, assembling, lowering and fixing in vertical position in borewell,unplasticizedpvcmediumwellcasing(cm)pipeof required dia, conforming to is: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of engineer in charge.200 mm nominal size dia , development of tube well in accordance with is : 2800 (part i) andis: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by v notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of engineer in charge , providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia , providing and fixing m.s. clamp of required dia to the top of casing/ housing pipe of tubewell as per is: 2800 (part i), including necessary bolts & nuts of required size complete.200 mm clamp , excavation in soil using hydraulic excavator ck 90 and tippers with disposal upto 1000 metres. (excavation for roadwork in soil with hydraulic excavtor of 0.9 cum bucket capacity including sutting and loading in tippers, trimming bottom and side slopes, in accordance with reuirements of lines, grades and cross sections, and transporitng to the embankement location within all lifts and lead upto 1000m) , compacting original groundcase ii compacting original ground supporting embankment. rolling with smooth wheeled roller , cast in situ cement concrete m20 kerb (construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in m 20 grade pcc on m 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) , cost of drilind 200 mmx165mmx125 mtr.deep bore well in all kind of soil and rock in rural area for instalation of pump set with hydrolic dth rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to site.(a) from 0.00 m to 50.00 m below g.l. , (b) from 51.0 m to125.00 m , (c) from126.0 m to150.00 m , supplying 100mm dis submersible pump sets confirming to 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 415 + 10, 3hp, 50 hz, ac supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. the pump set shall be suitable for diret coupling pump shall have suitable outlet as per manufacturers design. anti thurst 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 100mm dia (with polypropylene/noryl impeller) up to 20 stages2 hp , supplying fitting angles size in mm as per i.s. 226 , bricks lead = 1 k+7 p(8km) , sand lead = 47 km , stone chips lead = 22 km , stone metal lead = 22 km , local sand lead = 3km , earth 5 km , supplying fitting and fixing 3 crore 4 sqmm flat copper submersible cable finolex / hevels make including all taxes ,royalty etcall complete job as per direction of e/i. , supply & fitting bib cock long thread , a) planting permanent hedges including digging of trenches (planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) , maintenance of hedge for one year , trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, byspreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). , supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). , supplying and spreading of sand in lawn area, including watering, and dressing complete. , complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages,creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide &fertilizers(whenever required) top dressing of lawn with good earth andmenure and maintenance of other garden related works as directed by office in charge (cost of good earth, manure, fertilizer, insecticide, pesticide, lawn mover and brush cutter with fuel & other t & p material/ articles shall be provided by the department.) play grounds / public parks , supplying and stacking at site dump manure from approved source, including carriage up to 1km (manure measured in stacks will be reduced by 8% for payment) , providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming withrequired tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days ormore till the grass establish properly,as per direction of officer in charge , fine dressing of the groundas per instruction of e/i. , spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer in charge (cost of sludge, dump manure and/or good earth to be paid seprately , mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to150 mm measured , plantation of trees, shrubs, and hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excludingcast of plant & water)shrub plants , shrub plants , providing and fixing of tuflex garden fencing hexagonal net/or equivalent of green colour having contents ( weight grams/sqm. 510 (+/ 8%)) inwidth of 60 cm. with bamboo of 90 cm. length. the bamboo should be painted with green colour paint of approved brand and manufacture (two ormore coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. the net and bamboo should be binded with2 mm. g.i. wire at three places properly as per direction of engineer in charge. , providing and displaying of areca palm plant, having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush greenfoliage in 20 cm size of earthen pot / plastic pot & as per direction of the officer in charge. , providing and displaying of schefflera high colour having ht. 25 cm to 30 cm, well developed with fresh & healthy foliage in 25 cm size of earthen pot/plastic pot & as per direction of the officer in charge. , providing and displaying plants allyssum white in full bloom well developed fresh & healthy plant in 20 cm earthen pot/plastic pot and as per directionof the officer in charge. , providing and displaying plants petunia hybrid different variety in different colour well developed with fresh and healthy foliage in full bloom in 25 cm earthen pot/plastic pot as per direction of the officer in charge. , providing and displaying plants dahlia double kenya variety in different colour well developed with 3 to 4 flowers in half bloom, good foliage stacked with green painted bamboo sticks, 45 to 60 cm height in 25 cm earthen pot/plastic pot and as per direction of the officer in charge. , providing and displaying plants dianthus dwarf in different colour fresh &healthy bloom in 20 cm earthen pot/plastic pot and as per direction of theofficer in charge. , providing and displaying plants marigold jaffri orange/yellow/russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm earthen pot/plastic pot and as per direction of the officer in charge. , providing and displaying plants missbranthemum in different colour well developed with fresh & healthy foliage in full bloom in 20 cm earthen pot/plastic pot and as per direction of the officer in charge. , providing and displaying plants nasturtium in different colour well developed with fresh & healthy foliage with full bloom in 20 cm earthen pot/plastic pot as per direction of the officer in charge.. , providing and displaying plants verbina in different colour having 30 to 45 cm ht., well developed with fresh & healthy foliage in bloom condition in 25 cm earthen pot/plastic pot and as per direction of the officer in charge. , providing and stacking of plant mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm earthen pot/plastic pot and as per directionof the officer in charge.. , providing and displaying budded rose (h.t. variety) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in20 cm earthen pot, as per direction of the officer in charge. , providing and stacking of bottle palm of ht. 210 240 cm bottom girth 30 35 cm well developed in big hdpe bags. , providing and stacking of cassia siamea of height 150 165 cm. in big polybags of size 25 cm as per direction of the officer in charge. , providing and stacking of cassia javanica of height 120 150 cm. in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of delonix regia (gulmohar) of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of ficus benjamina (green) of height 150 165 cm., bushy with healthy branches and lush green foliage in big size hdpe bagsas per direction of the officer in charge. , providing and stacking of ficus bengalensis krishna of height 75 90 cm.,multibranched in earthen pots of size 30 cm as per direction of theofficer in charge , providing and stacking of grevillea robusta (silver oak) of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of polyalthia longifolia (ashok) of height 150 165cm. in earthen pots of size 25 cm as per direction of the officer in charge. , providing and stacking of saraca indica (sita ashok) of height 105 120cm. in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of schleichera trijuga (kusum) of height 150 165cm. in big poly bags of size 25 cm as per direction of the officer in charge. , supply and stacking of plant cassia biflora of height 60 75 cm. with 4 5 branches in poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of jasmine grandiflorum (chameli) of height 30 cmto 45 cm. in 20 cm size of earthen pots / plastic pots & as per direction ofthe officer in charge. , supply fitting and fixing of standered make starter pannel board with arrangement of all necsssury protection including all taxes ,royalty etcall complete job as per direction of e/i. , supply & fitting of shyamjyoti™ led based solar street lighting systemluminary : 12w led luminary luminary housing weather proof housing structure hot deep galvanized module pole : hot deep galvanized ms pole (4.5 mtr.)battery box : corrosion resistant painted power coated metal battery box other : suitable cable, etc.battery : 19.8ah 14.8v lithium ferro battery of mnre approved module : 75wp of hbl / gautam solar/iec equivalent(cost includes 10% cp & 5 % ohc) , the spiral slide is made up of fiber reinforced plastic (frp) in 3 parts with holding having shell thickness of 3 4 mm. the slide is supported on a center support of 80 nb gi pipe. the landing supports of the slide are supported by 20 nb pipes. the slide ladder is made up of 40 nb gi pipe & ladder hand railing is made up of 25 nb gi pipe. the triangular steps of the ladder are made up of 16 swg gi sheets. the safety railing of the slide is made up of 15 nb & 20 nb gi pipes. the trader and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. all the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. , the crescent slide is made up of fiber reinforced plastic (frp) having thickness of 3 4 mm with sufficient reinforcement given to acquire proper strength to the module. the platform is supported on vertical 80 nb powder coated gi pipes. the railing provided to the platform is made from lldpe and it is supported by 20 nb gi pipe. the ladder is made up of 25 nb gi pipe and with triangular steps of 16 swg. the ‘t’ support under the slide is made up of 80 nb gi pipe. the ladder of the slide is designed in such a way it won’t entrap child’s foot while playing. , the rainbow climber is made up of 40nb gi pipes. steps are made up of 20nb gi pipes. steps are equally distributed along the length of frame of rainbow climber. two symmetric halves are joined together by flat of 50 x 10 mm thk and 800 mm long. the radius for the each half is 2100 mm and it is grounded with the help of foundation angle of25x25x5mm. , the disc challenger consists of a frame made from two 80 nb powder coated gi pipes with base plate and top bar also of 80 nb gi pipe of required size. the pad is hanged with a 20 nb powder coated gi pipe on a specially designed nylon pipe clamp of 80 nb and 20 nb, with ‘s’ hooks. the conical pads are made in rotational molding. the pad is fitted onto ms circle of 4 5 mm thick with gi plating. the plate is grounded with a gi chain and 25 nb gi pipes attached to it. , the hopping pad gives children’s a good hopping experience. the hopping pad is made from rotational molded linear low density polyethylene (lldpe). the same is fixed to ms plate with gi plating welded and with 40 nb powder coated gi pipes of different lengths. , as the name suggests, this product has a combination of three products such as swing, slide and seesaw. the complete frame of this product is fabricated from 20 nb and 25 nb powder coated gi pipes. the slide in the combination set is made up of fiber reinforced plastic (frp). the slide landing support is made in 20 nb pipe. the slides are given a smooth finish so that the child does not hurt itself while playing on it. the bucket swing is made up of lldpe and is attached to a nylon rope. for the bucket swing a handle is given for gripping, which is made in rotational molding and out of lldpe. the see saw lever and stand is made up of 20 nb gi pipe. the see saw seat is made out of lldpe. the bearing used is of heavy duty bush type. , the frame of a to b climber consists of alphabet shape ‘a’ and ‘b’ which is made from 25 nb gi pipes. it has spacers of 20 nb gi pipes. it also consists of a ladder placed between ‘a’ and ‘b’ made from 20 and 25 nb gi pipes. all the pipes of the product are powder coated to avoid rusting of the pipes and for esthetic look. , the frame of a to b climber consists of alphabet shape ‘a’ and ‘b’ which is made from 25 nb gi pipes. it has spacers of 20 nb gi pipes. it also consists of a ladder placed between ‘a’ and ‘b’ made from 20 and 25 nb gi pipes. the whole product is powder coated to avoid rusting of the pipes and for esthetic look. the net climber is made up of nylon rope of 18 mm diameter which is attached by specially designed nylon clamps. these ropes are provided with pipe frame fabricated from 25 nb powder coated gi pipe. the rope is attached to “u” hooks welded to the frame. , the multi seater see saw comprises four rotational seats. the lever consists of 20 nb and 80 nb powder coated gi pipes. the bearing used in this product is heavy duty nylon bush type. the stand for see saw is made using 50 nb gi pipe. , pre cast concrete reinforcement bench (chair type bench with back rest) consisting of 2 nos. l shaped base support of thk. 100 mm, back height 1000 mm & front height 450 mm. base width – 620mm and 5 nos. reinforced concrete planks in specified colour, of size 1500x100x50, 1nd 1 no plank of size 1500x200x50 mm manufactured by using m30 grade of concrete & reinforced suitably to prevent damage during handling, transportation, erection and long use.all parts joined together with nuts & bolts of suitable size.bench top and bench planks are treated with paint erection of the bench to be done by us(cost includes 10% cp & 5 % ohc) , sprinkler:ketsy 771 gardening water sprinkler brass 3/4 size (trajectory angle 27 degree) , supply of water filter 3m make water filtermodel ecosip ias140s capacity 1 lac ltrs (cost includes 10% cp & 5 % ohc) , cinagro™ heavy duty 3 layered braided water hose pipe (size : 1/2 inch lenght : 30 meters) with 8 mode sprayer nozzle, garden, car wash, floor clean, pet bath, easy to connect...

Urban Development Department - Jharkhand

28925674 improvement of road and construction of rcc drain from joseph minz house at lowadih chowk to anthony lakra house at belbagan road improvement of road and construction of rcc drain from joseph minz house at lowadih chowk to anthony lakra house at belbagan road , labour for cleaning the work site before and after work etc. , labour for cleaning the work site before and after work etc. , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item a ) and disposal of excavated earth as obtained to a distance up to 50 m. including all lifts, levelling, ramming the foundation trenches removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. extra for earthwork in hard soil as per specification & direction of e / i. ( vide classification of soil item b ) , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification & direction of e / i. , supplying and laying ( properly as per design and drawing ) rip rap with goodquality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of e / i. , providing r.c.c.m 200 with normal mix of ( 1:1:5:3 ) in foundation with approved quality of stonechips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3 including screening, centering shuttering, mixing do , providingprecast r.c.c m 200 in nominal mix ( 1:1.5:3 ) in slab ……..do…..all complete as per specification and direction of e / i. , providing p.c.c m 200 in nominal mix ( 1:1.5:3 ) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, skirting, curring, taxes and royalty complete as per building specification and direction of e / i. , providingtor steel reinforcement of 8mm and 10mm dia rods bars as per approved design and drawing –do do—tmt fe 500 ( only valid for sail and tata steel, jspl, electro steel ltd and vizal steel ) 8mm dia. bar ( 30% of total qty. ) , 10mm dia. bar ( 70% of total qty. ) , providing and applying tack coat with bitumen emulsion using pressure distributor at the rate of 0.20kg / sqm on the prepared bituminious / granular surface cleaned with mechanical broom. , providing and laying bituminous macadam with 100 120 tph hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction with modified graded bitumen. , bituminous concrete ( providing and laying bituminous concrete with 100 120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specification clause no. 509 complete in all respects ) , sand ( lead upto 49 km ) , local sand ( lead 13 km ) , stone boulder ( lead 36km ) , stone chips ( lead 22km ) , earth ( lead 01 km ) ...

Urban Development Department - Jharkhand

28733756 renovation and face lifting of development of road from birsa chowk to new market via harmu chowk , labour for cleaning the work site before and after work etc. , earthwork in excavation in foundation trenches in ordinary soil ( vide classfication of soil item a ) and disposal of excavated earth a obtained to a distance up to 50m including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of e / i. , providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, labour, rotalty and taxes all complete as per building specification and direction of e / i ( mode of measurement compacted volume ) . , providing precast r.c.c. m 200 with nominal mix of ( 1:1.5:3 ) slab of desired size with approved quality of stone chips and clean coarse sand of f.m. 2.5 to 3 including curing , shuttering carring the slab manually to site and laying in position all complete ( but excluding the cost of reinforcement ) taxes and royalty , all complete as per building specification and direction of e / i. , providing toe steel reinforcement of 8mm dia to 32mm dia rods as approved design and drawing excluding carriage of m.s. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. tmt fe 500 ( only valid for sail & tata steel ) 8 mm to 32 mm dia ( tmt coil fe 500 ) ( only valid for sail & tata steel ) in foundation , in superstructure , 8mm thick ( mirror polished and machine cut edge ) . wall cladding , chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement: 4 coarse sand ) . light shade pigment using white cement , providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size / shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer in charge. 80 mm thick c.c. paver block of m 30 grade with approved color design and pattern. , cast in situ cement concrete m20 kerb ( construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in m 20 grade pcc on m 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 ) , direction and place identification signs upto 0.9 sqm size board. ( providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ) , direction and place identification signs with size more than 0.9 sqm size board. ( providing and erecting direction and place identification retro reflectorised sign asper irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 nos. firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) , carriage of materials sand lead = 13 km , stone chips lead = 22 km , a ) planting permanent hedges including digging of trenches ( planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart ) , trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water ( excluding cost of imported earth, sludge or manure ) . for 225 trees , supplying and stacking of good earth at site including royalty and carriage upto 5 km complete ( earth measured in stacks will be reduced by 20% for payment ) . area ( 0.6x0.6x225 ) =81 sqm , supplying and spreading of sand in lawn area, including watering, and dressing complete. , supplying and stacking at site dump manure from approved source, including carriage up to 1km ( manure measured in stacks will be reduced by 8% for payment ) , providing & laying selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly, as per direction of officer in charge for lawn area , fine dressing of the ground , spreading of sludge, dump manure and / or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and / or good earth to be paid seprately , mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge , clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to150 mm measured , plantation of trees, shrubs, and hedge at site i / c watering and removal of unserveiceable material’s as per direction of officer in charge ( excluding cast of plant & water ) , providing and fixing m. s. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. the vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. the vertical mambers shall be welded to 4 nos. 25x6 mm m. s. flats placed horizontally around the vertical member of the cage. one name plate of 1 mm thick m.s. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered cpwd / pwd / any other approved , providing and displaying of areca palm plant, having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 20 cm size of earthen pot / plastic pot & as per direction of the officer in charge. , providing and displaying of schefflera high colour having ht. 25 cm to 30 cm, well developed with fresh & healthy foliage in 25 cm size of earthen pot / plastic pot & as per direction of the officer in charge. , providing and displaying plants allyssum white in full bloom well developed fresh & healthy plant in 20 cm earthen pot / plastic pot and as per direction of the officer in charge. , providing and displaying plants petunia hybrid different variety in different colour well developed with fresh and healthy foliage in full bloom in 25 cm earthen pot / plastic pot as per direction of the officer in charge. , providing and displaying plants dahlia double kenya variety in different colour well developed with 3 to 4 flowers in half bloom, good foliage stacked with green painted bamboo sticks, 45 to 60 cm height in 25 cm earthen pot / plastic pot and as per direction of the officer in charge. , providing and displaying plants dianthus dwarf in different colour fresh &healthy bloom in 20 cm earthen pot / plastic pot and as per direction of the officer in charge. , providing and displaying plants marigold jaffri orange / yellow / russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm earthen pot / plastic pot and as per direction of the officer in charge. , providing and displaying plants missbranthemum in different colour well developed with fresh & healthy foliage in full bloom in 20 cm earthen pot / plastic pot and as per direction of the officer in charge. , providing and displaying plants nasturtium in different colour well developed with fresh & healthy foliage with full bloom in 20 cm earthen pot / plastic pot as per direction of the officer in charge.. , providing and displaying plants verbina in different colour having 30 to 45 cm ht., well developed with fresh & healthy foliage in bloom condition in 25 cm earthen pot / plastic pot and as per direction of the officer in charge. , providing and stacking of plant mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm earthen pot / plastic pot and as per direction of the officer in charge.. , providing and displaying budded rose ( h.t. variety ) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm earthen pot, as per direction of the officer in charge. , providing and stacking of azadirachta indica ( neem ) of height 120 130cm in big polybag of size 25 cm as per direction of the officer in charge. , providing and stacking of bottle palm of ht. 150 180 cm bottom girth 20 25 cm well developed in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of cassia siamea of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of cassia javanica of height 120 150 cm. in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of ficus benjamina ( green ) of height 150 165 cm., bushy with healthy branches and lush green foliage in big size hdpe bags as per direction of the officer in charge. , providing and stacking of ficus bengalensis krishna of height 75 90 cm., multibranched in earthen pots of size 30 cm as per direction of the officer in charge , providing and stacking of polyalthia longifolia ( ashok ) of height 150 165 cm. in earthen pots of size 25 cm as per direction of the officer in charge. , providing and stacking of saraca indica ( sita ashok ) of height 105 120 cm. in big poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of schleichera trijuga ( kusum ) of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer in charge. , supply and stacking of plant cassia biflora of height 60 75 cm. with 4 5 branches in poly bags of size 25 cm as per direction of the officer in charge. , providing and stacking of jasmine grandiflorum ( chameli ) of height 30 cm to 45 cm. in 20 cm size of earthen pots / plastic pots & as per direction of the officer in charge. , providing & finishing walls with wall murals.complete , providing & finishing walls with decorative abstract wall paintings , supply & fitting of shyamjyoti™ led based solar street lighting system luminary : 12w led luminary luminary housing weather proof housing structure hot deep galvanized module pole : hot deep galvanized ms pole ( 4.5 mtr. ) battery box : corrosion resistant painted power coated metal battery box other : suitable cable, etc.battery : 19.8ah 14.8v lithium ferro battery of mnre approved module : 75wp of hbl / gautam solar / iec equivalent ( cost includes 10% cp & 5 % ohc ) , pre cast concrete reinforcement bench ( chair type bench with back rest ) consisting of 2 nos. l shaped base support of thk. 100 mm, back height 1000 mm & front height 450 mm. base width – 620mm and 5 nos. reinforced concrete planks in specified colour, of size 1500x100x50, 1nd 1 no plank of size 1500x200x50 mm manufactured by using m30 grade of concrete & reinforced suitably to prevent damage during handling, transportation, erection and long use.all parts joined together with nuts & bolts of suitable size. bench top and bench planks are treated with paint erection of the bench to be done by us ( cost includes 10% cp & 5 % ohc ) , decorative dustbin for parks & landscaping areas , cost of bio toilets 5 nos...

Damodar Valley Corporation - Jharkhand

28637457 cleaning of jungle, grass shrubs etc including small trees in the dyke area of ash pond a, b and c as well as decantation ponds d and e at dvc, ctps....

Central Coalfields Limited - Jharkhand

28391078 cutting of tree branches / jungles / shrubs cutting of tree branches / jungles / shrubs of 33 kv oh line from regional substation to cpp power plant , kathara main line on annual basis...