Central Coalfields Limited - Jharkhand

34022843 a) (i). repairing of float switch assembly twin entry (ii) repairing of radiator (iii) repairing of track drive gear box lh side (iv) repairing fabrication of re coil spring long shaft joint pin for running of 970 sdl machine (b) maintenance & repairing along with providing new spares of sdl make eimco elecon, running at 4, 5 & 6 incline under dhori (k) colliery....

Central Coalfields Limited - Jharkhand

34002016 repairing of float switch assembly twin entry ( ii ) repairing of radiator ( iii ) repairing of track drive gear box lh side ( iv ) repairing fabrication of recoil spring long shaft joint pin for running of 970 sdl machine ( b ) maintenance repairing alo...

Central Coalfields Limited - Jharkhand

33947831 repairing of float switch assembly twin entry, track drive gear box lh side, hydraulic pump, track chain link assy. and radiator assy. of sdl 88 ...

Central Coalfields Limited - Jharkhand

32685245 repairing of float switch assembly twin entry, track drive gear box rh side, hydraulic pump, track chain link assy. and radiator assy. of sdl 969 of 7, 8 incline of dhori ( k ) colliery”. 1.01 repairing of float switch assembly twin entry ( enter zero for this row ) 1.02 repairing of side mounted level switch 1.03 repairing and fixing of terminal box, twin entry m / c 1.04 making of enclosure ( machining ) 1.05 providing and replacement of 2 pin mounted terminal 1.06 repairing of cover machining 1.07 providing and fixing of stud 1.08 hex socket head cap screw 1.09 new making of cable gland s.c, f.s.c 25 plc 2 1.1 hex head bolt 1.11 repair of track drive gear box rh side ( enter zero for this row ) 1.12 repairing of damaged gear bearing and housing by round welding and machining as per original shape and size 1.13 repairing of primary reduction assembly by pinion repairing 1.14 repairing of secondary reduction assembly by pinion assembly repairing by worn out teeth material filling in round and teeth making in original shape by milling machine 1.15 repairing of pinions of planetary assembly 1.16 replacement of its seal kit 1.17 replacement of sun gear 1.18 repairing of hydraulic pump ( enter zero for this row ) 1.19 replacement of connecting shaft 1.2 making new gear set 1.21 repairing of bearing carrier 1.22 replacement of oil seal 1.23 making thrust plate 1.24 repairing of track link assembly ( enter zero for this row ) 1.25 making and fitting of new track bush 1.26 making and fitting of track pin of 45mm x 240mm 1.27 gas cutting and removing of old track pin and bush 1.28 providing and fixing of new track bolt 1.29 providing and fixing of new track shoe nut 1.3 radiator assy. ( enter zero for this row ) 1.31 radiator assy. repairing by dismantling and damaged tubes approx 18 nos. and cleaning of all tubes and brazing of leakage tubes and bottom tank welding and replacement of gasket and assembling...

South Eastern Railways - Jharkhand

32395342 supply of vertical monobloc pump.vertical monobloc pump.,vertical monobloc pump, model ama porter 503 se with float switch, single phase, 220/240v, 1.1kw, size dn 50mm with 10mtr cable, 50mm delivery hose,10mtr and clamp. head in mtr 4 12 disch.m3/hr 29 13. make: ksb or similar....

Drinking Water And Sanitation Department - Jharkhand

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

Drinking Water And Sanitation Department - Jharkhand

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...

East Central Railway - Jharkhand

31566216 auction sale of disposal of tlac items such as ( 1 ) heating element 5kw for distilled water plant make roxy qty=3nos.=2.4kg ( cu ) ( 2 ) icpn main switch 400amp complete with hrc fuse qty=4nos.=16.92kg ( fe=15kg, cu=1.92kg ) ( 3 ) copper socket 120mm qty=10nos.=0.23kg ( cu ) ( 4 ) ss nut bolt 10x65x30mm qty=6nos.=1.59kg ( fe ) ( 5 ) cover for ddm switch qty=8nos.=39.2kg ( fe ) ( 6 ) relay us type for ll80 switch qty=8nos.=7.52kg ( fe=6.4kg, cu=1.12kg ) ( 7 ) relay ud type for ll80 switch qty=10nos.=0.65kg ( cu ) ( 8 ) relay ur type for d300 switch qty=25nos.=50kg ( fe=45kg, cu=5kg ) ( 9 ) over voltage relay qty=8nos.=12kg ( fe=10.4kg, cu=1.6kg ) ( 10 ) terminal for t 5 qty=2nos.=1.65kg ( fe ) ( 11 ) temperature compensating registance for d 300 qty=29nos.=4.35kg ( fe=2.9kg, cu=1.45kg ) ( 12 ) arm comp. with holder for t 5 dyn qty=2nos.=1.6kg ( fe ) ( 13 ) planger for ddm switch qty=5nos.=8kg ( fe=7kg, cu=1kg ) ( 14 ) scrap parts for change over switch qty=1no.=15.5kg ( fe=15kg, cu=0.5kg ) ( 15 ) old model acos ( scrap ) qty=1nos.=8kg ( fe=7.5kg, cu=0.5kg ) ( 16 ) eyree no.7 flux qty=13nos.=0.52kg ( cu ) ( 17 ) shackle mutatior ( dewell ) qty=5nos.=6.25kg ( fe=5.25kg, cu=1kg ) ( 18 ) ballast chok 300amp qty=3nos.=5.1kg ( fe=3.6kg, cu=1.5kg ) ( 19 ) bunner 5 / 8 wick for haricane lamp qty=9nos.=0.198kg ( fe ) ( 20 ) g9 pipe 1.5 qty=6.200mtrs=19.22kg ( fe ) ( 21 ) float switch complete qty=1no.=0.75kg ( cu ) ( 22 ) heating element 1500w qty=11nos.=4.565kg ( cu ) ( 23 ) single row deep groove ball bearing qty=30nos.=10.8kg ( fe ) ( 24 ) lamp resistance cut in relay 24 32 volt qty=37nos.=3.885kg ( fe ) ( 25 ) battery fuse box qty=6nos.=14.4kg ( fe ) ( 26 ) socket with round trs 3 core cable 3 meters for immersion water heater 1500w 250v qty=6nos.=1.536kg ( cu ) ( 27 ) m.s.bolt+nut4x0.75 qty=2nos.=0.48kg ( fe ) ( 28 ) low voltage transformer qty=3nos.=23.7kg ( fe=16.8kg, cu=6.9kg ) ( 29 ) m.s. rod 10mm fan qty=3.700mtrs=4.07kg ( fe ) ( 30 ) m s bolt & nut 45x6mm qty=2.7kg ( fe ) ( 31 ) foundation bolt 1ftx10 long qty=4nos.=2kg ( fe ) ( 32 ) terminal base complete for 29l dynamo qty=69nos.=4.14kg ( fe ) ( 33 ) s.m. round 42mm qty=45fts.=12.15kg ( fe ) ( 34 ) ictpn main switch 200 amp 415v qty=3nos.=10.35kg ( fe=9.3kg, cu=1.05kg ) ( 35 ) spot long range lamp with halogen bulb qty=3nos.=0.825kg ( fe ) ( 36 ) head light assemble lucus type qty=6nos.=1.8kg ( fe ) ( 37 ) change over switch 32 amp dp qty=1no.=3.9kg ( fe ) ( 38 ) hrc fuse 125amp sin type qty=14nos.=0.63kg ( cu ) ( 39 ) fuse link hrc 315amp qty=6nos.=0.306kg ( cu ) ( 40 ) spring washer 10mmx8mmx1mm qty=200nos.=0.46kg ( fe ) ( 41 ) insulating bush qty=245nos.=2.205kg ( fe ) ( 42 ) duplex nut qty=170nos.=2.55kg ( fe ) ( 43 ) 11 pin precooling socket model cashing qty=1no.=0.056kg ( al ) ( 44 ) solinium lamp ballast rating 60amp 4volt qty=5nos.=7.25kg ( fe=4.5kg, cu=2.75kg ) ( 45 ) s.m round 25mm qty=14.670mtrs.=18.77kg ( fe ) ( 46 ) ll 80 switch complete qty=2nos.=1.6kg ( cu ) ( 47 ) bush carbon for 2d 1159 qty=20nos.=0.7kg ( fe ) ( 48 ) coil ducth for 75dyn qty=4nos.=32kg ( cu ) ( 49 ) coil for d300 qty=53nos.=34.45kg ( fe=5.3kg, cu=29.15kg ) ( 50 ) coil for ll80 switch qty=17nos.=14.45kg ( cu ) ( 51 ) claper for d 300 switch qty=30nos.=7.65kg ( cu ) ( 52 ) clapper for ll80 switch qty=3nos.=0.909kg ( cu ) ( 53 ) claper assemble for d 300 qty=2nos.=3.8kg ( fe=0.8kg, cu=3kg ) ( 54 ) contact for d 300 switch complete qty=7nos.=0.91kg ( cu ) ( 55 ) l contact for d 300 switch qty=157nos.=4.396kg ( al ) ( 56 ) contact for ll 80 switch qty=21nos.=0.735kg ( cu ) ( 57 ) thermo static expansion valve 7.5 tr cap. suitable for r 134a refrigerant for use in bg under qty=18nos.=1.548kg ( fe ) ( 58 ) liquid receiver stainless steel as per icf drg. no. wgscwas 7 3 005 alt f & conforming to icfs qty=1no.=8.54kg ( fe ) ( 59 ) shaft seal assemble smc 4 65 for accel compressor suitable for r 134a used in under slang ac coaches qty=12nos.=2.244kg ( fe ) ( 60 ) burned transformer winding wire qty=30kg ( cu ) ( 61 ) released old cu wire qty=13kg ( cu ) ( 62 ) cap for fuse f.l tube, 20 / 18w qty=10065=30.195kg ( al ) ( 63 ) cap for lamp 110 / 120 v of diff. watt qty=12339=123.39kg ( al ) ( 64 ) release empty box of 6.5 kw rbc qty=30=1890kg ( fe=1890kg ) ( 65 ) release cell connector with nut bolt qty=2148=328.64kg ( fe=223.39kg, al=105.25kg ) ( 66 ) suspension hanger pin qty=169=380.25kg ( fe ) lot no.15 / tl / dhn / 21 / 22, location tlac scrap store / dhn....

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

31181750 repairing of sdl 881 a ) hydraulic pump, b ) hydraulic traction motor assy. lh side, c ) fabrication of track chain adjusting bolt 02 nos.& master pin 04 nos, d ) float switch assembly twin entry e ) flight bar and link assy of sdl 881 of 7, 8 incline of dhori ( k ) colliery 1.01 repairing of hydraulic pump ( enter zero for this row ) 1.02 replacement of connecting shaft ( eim001154 ) 01 no 1.03 making new gear set ( eea0007770 ) 1.04 repairing of bearing carrier ( eea0015808 ) 1.05 repairing of gear housing ( eim003346 ) 1.06 making of stud ( eea0015488 ) 1.07 replacement of oil seal ( eea0013516 ) 1.08 making thrust plate ( eea0015809 ) 1.09 hydraulic traction motor assy. lh side ( enter zero for this row ) 1.1 providing and fixing of shaft 1.11 providing and fixing of seeger 1.12 providing and fixing of ring spacer shim 1.13 providing and fixing of spacer bearing 1.14 replacement of screw. 1.15 providing of piston complete 1.16 replacement of shaft seal kit. 1.17 repairing of protection cover 1.18 repairing of threaded rod 1.19 replacement of bushing setting screw 1.2 complete opening overhauling and reassembly 1.21 fabrication of track chain adjusting bolt 02 nos.& master pin ( enter zero for this row ) 1.22 track chain adjusting bolt new making with head and adjustment nut size 60mm head x 430mm length x 45mm od x 300mm long thread. 1.23 track chain joint bolt new making as per size 45mm x 240mm 1.24 repairing of float switch assembly twin entry ( enter zero for this row ) 1.25 repairing of side mounted level switch ( 625c040000103 ) 1.26 repairing and fixing of terminal box, twin entry m / c ( eec0013286 ) 1.27 making of enclosure ( machining ) ( eec0003896 ) 1.28 providing and fixing of drive screw ( t 1006 ) 1.29 new making of cable gland s.c, f.s.c. – 25 plc 2 ( 625a040000177 ) 1.3 providing and replacement of 2 pin mounted terminal ( eea0003900 ) 1.31 repairing of cover ( machining ) ( eeb0003897 ) 1.32 providing and fixing of stud ( eea0003903 ) 1.33 providing and fixing of hex socket head cap screw ( 370 2171 ) 1.34 providing and fixing of hex head bolt ( 370 0306 ) 1.35 flight bar and link assy. ( enter zero for this row ) 1.36 cutting of hex. nylock nut with gas 1.37 supply and fixing of new link pin and flat washer ) 1.38 straightening of outer link assy. with hyd. pressure jack...

Eastern Coal Fields Ltd - Jharkhand

25346164 supply of material spline shaft 762sb12268, sprocket 762sb31457, shaft sprocket 76 2sb02207, float switch flssifl2512 dgms approved, seal kit eea0016677, bush 762sb91024....

Central Coalfields Limited - Jharkhand

25006264 name of work repair of water purifier cum chiller located at giridih oc mine, giridih project. niq no. & date grd/e&m/pe/tender notice/20 21/16 dt: 24/07/2020 input tax credit available / not available to be selected by department rate of gst (in %) 18% status of bidder w.r.t. gst [please mark (√) as applicable] (a) gst registered bidder ( ) (b) gst un registered bidder ( ) sl. no. description qty unit rate / unit in rs. 1 cto 10’’ 01 non. 2. cto block 01 nos. 3. pp filter 20’’ 02 nos. 4. membrane 04 nos. 5. sv 02 nos. 6. frt 01 nos. 7. float switch system (water proof) 01 nos. 8. motor pump 01 nos. 9. pipe change 01 nos. 10. servicing...

Uranium Corporation Of India Limited - Jharkhand

23201869 supply of spares for c circuit rod & ball mill lubrication system : 1 700019301240 gear pump (hp) 2 700019301241 gear pump (lp) 3 700019301242 flow divider for fl ;model:kfd 15/2 4 700019301243 flow divider for hl; model:kfd 3/2 5 700019301244 filter element for duplex filter; 375 micron; ss 304 6 700019301245 suction stainer for fl; model:kss 25 300 7 700019301246 coupling for fl pump; model:kljc l 90 8 700019301247 coupling for hl pump; model:kljc l 110 9 700019301248 pressure relief valve for hl; model:kprv pol 250 10 700019301249 pressure relief valve for fl; model:kprv pol 10 11 700019301250 pressure switch for hl ;model:kps pol 250 12 700019301251 pressure switch for fl; model:kps suc 10 13 700019301252 pressure gauge for fl ;model:kpg 100 14 14 700019301253 pressure gauge for hl ;model:kpg 100 250 15 700019301254 differential pressure switch ;model:kdps in 50 16 700019301255 flow switch; model:kfs 1/2 15 sw 17 700019301256 thermocouple ;model:ktc in 150 18 700019301257 float switch; model:kfs 400 300 19 700019301258 seamless tube: 20mm od; model:ksct 20 20 700019301259 seamless tube: 10mm od; model:ksct 10 21 700019301260 elbow; 1/2 (f) x 1 (f) 22 700019301261 elbow; 1/2 (m) x 1/2 (m) 23 700019301262 elbow; 1/4 (m) x 1/2 (m) 24 700019301263 elbow; 1/2 (f) x 1/2 (f) 25 700019301264 rubberized hose; model: krh 3/4 400 26 700019301265 rubberized hose; model: krh 10 400 27 700019301266 st. connector 1/2 (m) x 3/4 (m) hex 28 700019301267 elbow; model: kel 10 29 700019301268 straight connector; model: ksc 10 x 1/4 30 700019301269 connector union; model: kcu 10 31 700019301270 connector union; model: kcu 20 32 700019301272 elbow; model: kel 20 33 700019301273 suction strainer for h.l; model :kss 15 300 34 700019301274 pipe bender for 10mm & 20mm ...

Uranium Corporation Of India Limited - Jharkhand

20133809 supply of material ball bearing kit pt. no. 804, float switch kit pt. no. 910, o ring 20.0 x 2.0 pt. no. 827696, o ring kit pt. no. 800, basic repair kit pt. no. 900, terminal device 48 x 12 x 6 max 380v, 18a, pt. no. 834412, motor switch 115v, 50hz, pt. no. 840325, plug pt. no. 7610500 , seal kit complete pt. no. 806 , wear protection pt. no. 5615400, for ready 4 pump make flygt, sl. no. 1380245....

Uranium Corporation Of India Limited - Jharkhand

19079344 supply of ball bearing kit, float switch kit ,o ring 20.0 x 2.0, o ring kit , basic repair kit, terminal device 48 x 12 x 6 max 380v, 18a, motor switch 115v, 50hz,, plug, seal kit complete pt, wear protection pt...

Uranium Corporation Of India Limited - Jharkhand

17144040 supply of material ball bearing kit, float switch kit, o ring 20.0 x 2.0, o ring kit, basic repair kit, terminal device 48 x 12 x 6 max 380v, 18a, motor switch 115v, 50hz, plug, seal kit, wear protection for ready 4 pump make flygt, sl. no. 1380245....