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| 1 | Sub Work -1Construction of Tube Well Item No.1: Drilling 300 mm dia Tube Well |
| 2 | Item No.2: Transportation of Machinery |
| 3 | Item No.3: Providing and supplying 150 mm dia plain MS pipe |
| 4 | Item No.4: Providing and supplying 150 mm dia MS casing slotted pipe |
| 5 | Item No.5: Lowering laying 150 mm dia Plain casing pipe |
| 6 | Item No.6: Providing and supplying 150 mm dia MS cap |
| 7 | Item No.7: Providing and supplying gravel for tube well |
| 8 | Item No.8: Flushing of Tube Well |
| 9 | Item No.9: Providing and supplying bell plug assembly |
| 10 | Item No.10: Providing and supplying wood base |
| 11 | Item No.11: Providing and supplying heavy duty steel clamp |
| 12 | Item No.12: Providing and supplying180 mm dia PVC 8kg |
| 13 | Item No.13: Providing and supplying180 mm dia PVC 8kg Slotted pipe casing |
| 14 | Item No.14: Providing and casting lowering & grounting 180 mm dia PVC pipe upto 12 mt. |
| 15 | Item No.15: Providing and casting lowering & grounting 180 mm dia PVC pipe more than 12 mt. |
| 16 | Item No.16: Providing and supplying 180 mm dia pipe cap |
| 17 | Sub Work-2Pumpin Machinery On Supply Well 5.00 HP, 7215, LPH, 73.00 Head Item No.1: Providing, erecting and giving test of 150 mm dia. Submersible Pump sets conforming to I.S. 8034 & I.S. 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 +/- 10%, 3 Ph, 50 Hz, A.C. supply, cable guard, thrust carbon/ fibre bearing to accept entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturer’s design. Antitrust stream lined non-return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3 m and 2 pairs of erection clamps shall be provided along with the pump.Pump set – 5.00 H.P., Q = 7215 Lph, H=73 Mt. |
| 18 | Item No.2: Supplying and erecting G.I.pipe ‘Heavy’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary materialDrop Pipe- 80 mm dia. G.I. ‘Heavy’ classRate = 644.00 + 138.00 (L/L) = 782.00 |
| 19 | Item No.3: Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports.80 mm dia. C.I.D.F. Sluice valveRate = 6758+ 1738 =8496.00 |
| 20 | Item No.4: Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports.80 mm dia. C.I.D.F. Reflux valve |
| 21 | Item No.5: Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 80 mm dia. C.I.D.F. Reflux valve |
| 22 | Item No.6: Supplying and erecting ‘B’ class G.I. Bend in position with necessary material.80 mm dia. G.I. Bend ‘B’ class |
| 23 | Item No.7: Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material.80 mm dia. G.I. coupling ‘B’ class |
| 24 | Item No.8: Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing.80 mm dia. G.I. Flange ‘B’ class |
| 25 | Item No.9: Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor.3 core, 4 Sqmm |
| 26 | Item No.10: Providing Panel board fabricated of M.S. sheet with T.P. Switch 32 amp 2 No, Ammeter 96 x 96 sq mm 1 No, Voltmeter 96 x 96 sq mm 1 No, Selector switch 1 No, Pilot Lampset 1 No, Single phase preventer 2 No, Mixed Di Electric Capacitor,DOL starter 12 amp 2 No, Danger board 1 No, ELCB 63 A-4 Pole 1 phase, Rubber matting, 16 SWG M.S.sheet, Change over switch 63 amp 1 No, Self locking arrangement 2 No, Marine ply wood 0.675 Sqm, 10 kg Iron work including cutting, bending, drilling, welding, cleaning, derusting and painting with one coat of red lead paint and two coats of enamel paint. |
| 27 | Item No.11: Supplying and erecting galvanized cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1.5 m below ground level with 30 kg Charcoal and Salt in alternate layers, Necessary length of double G.I. earth wire 8 SWG connected to plate with cadmium plate, G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia. G.I. pipe 3 m long, remaining portion of G.I. wire from surface of earth to switch gear in PVC pipe upto accessible height duly sealed at both ends by bituminous compound complete to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results and including supplying & erecting 19 mm dia. Vertical G.I. pipe 1.5 m long with funnel and mesh at top. |
| 28 | Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:2:4 (M-150) grade |
| 29 | Item No.13: Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. |
| 30 | Sub Work-3Providing, lowering, laying, jointing and testing 90 mm dia. HDPE pipe Rising main L = 220.00 Rmt Item No.1: Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.90 mm dia 6 kg/cm2 HDPE |
| 31 | Item No.2: Providing I.S.I. mark G.I. pipes and specials of following class and diameter including all local and central taxes, octroi, inspection charges, conveyance upto site of work etc. complete. 80 mm dia. Medium class G.I. Pipes |
| 32 | Item No.3: Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. Including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site, unloading, stacking, etc. complete80 mm dia. CIDF Scour/ Sluice Valve |
| 33 | 80 mm dia. CIDF Refluxe Valve |
| 34 | Item No.4: Providing and fixing in position and jointing high performance C. I. Air valves for water combination type ( Kinetic air valve along with automatic air valves ) double ball, double orifice with stainless steel ball, tamper proof air vents rolling seal mechanism for air release and anti vacuum application designed for 16 Kg. Per sq. cm. working pressure and tested for 20 for kg per sq. cm. pressure. ( Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation etc. excluding GST levied by GOI & GOM in all respect.1. C. I. ARV FLFF PN 1.6 50mm Dia. |
| 35 | Item No.5: Excavation for foundation/ pipe trenches in earth soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. |
| 36 | Item No.6: Excavation for foundation/ pipe trenches in hard murum including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking & spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 37 | Item No.7: Excavation for foundation/ pipe trenches in Hard murum & boulders including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 38 | Item No.8: Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 39 | Item No.9: Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion andbutt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion 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 II90 mm dia. 6 kg/cm2 HDPE Pipes |
| 40 | Item No.10: Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance upto site of work, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position, as directed by Engineer-in-charge.80 mm dia. Medium class G.I. Pipes |
| 41 | Item No.11: Lowering, laying and jointing in position following CIDF Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 80 mm dia. CIDF Scour/ Sluice Valve |
| 42 | 80 mm dia. CIDF Refluxe Valve |
| 43 | Item No.12: Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).1. C. I. ARV FLFF PN 1.6 50mm Dia. |
| 44 | Item No.13: Providing & constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 cm thick precast RCC frame and cover etc. complete as directed by Engineer-in-charge. 90 x 60 cm internal size |
| 45 | Item No.14: Providing and fixing in position air valve shaft including providing and fixing GI medium class or 6mm thick M.S pipe shaft 2070m long over branch flange of air valve tee, providing PCC block ofM150 concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee. Etc compt. As per type design and as directed by engineer-in-charge for following diameter of pipe lines.Upto 150 mm |
| 46 | Item No.15: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:2:4 (M-150) grade |
| 47 | Item No.16: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation, surcharging etc. complete. |
| 48 | Item No.17: Providing and fixing PVC specials including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. etc. complete.1.5% of Item No 1. |
| 49 | Sub Work-4Providing and constructing R.C.C. E.S.R. Capacity- 20,000 lit, Staging height- 12.00 Mtem No.1: 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 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, 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, C. I. manhole frame and covers water level indicatiors, lightening conductor,G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.R.C.C. E.S.R. 20,000 lit. CapacityStaging Ht.- 12.00 S, B.C.- 5.0 MT/Sqm |
| 50 | Item No.2: Providing and supplying ISI mark C.I.D.F. pipes of following dia. including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to store at site of work, unloading, stacking, etc. complete as directed by Engineer-In-Charge.80 mm dia. C.I.D.F. pipes Inlet + Outlet + Overflow + Washout17.00 + 20.00 + 17.00 + 6.00 M = 60.00 M |
| 51 | Item No.3: Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site of work, unloading, stacking, etc. complete.A) 80 mm dia. CIDF Sluice valve PN-1. |
| 52 | Item No.4: Providing and supplying ISI standard C.I.S/S and flanged specials required for the pipe assembly including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to store at site of work, unloading, stacking, etc. complete as directed by Engineer-In-Charge etc. complete. |
| 53 | Sub Work-5 Providing, lowering, laying, jointing and testing 75 mm dia. (700 Rmt) 4 kg/cm2 PVC pipe Distribution System, Item No.1:Providing and supplying in standard lengths ISI mark rigid unplasticised P.V.C. pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. (Self fit to be jointed with cement solvent) 75 mm dia. 4 kg/cm2 PVC Pipes |
| 54 | Item No.3: Providing I.S.I. mark G.I. pipes and specials of following class and diameter including all local and central taxes, octroi, inspection charges, conveyance up to site of work etc. complete. 65 mm dia. Medium class G.I |
| 55 | Item No.5: Excavation for foundation/ pipe trenches in hard murum including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking & spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 56 | Item No.6: Excavation for foundation/ pipe trenches in Hard murum & boulders including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 57 | Item No.7: Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 58 | Item No.11: Providing and supplying and fixing road surface boxes 100 x 225 (20 kg) |
| 59 | Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:2:4 (M-150) grade |
| 60 | Item No.15: Prorving & making sollid support for newly & old constructed house tap connection including painting & as directed by Executive Engineer |
| 61 | Sub Work-6Miscellaneous Works Item No.1: Providing and erecting 1.2 M high above ground level G.I. barbed wire fencing with 8 rows horizontally and along diagonally supported on mild steel angular posts 50 x 50 x 6 mm of 2.5 M and additional posts on either side at every corner and at 30 M including excavating pit (0.30 x 0.30 x 0.60 M) for foundation concrete, fixing posts in 1:4:8 and fastening the wire etc. with oil painting in 3 coats to angles etc. complete.4 Side x 8.00 Mtr. = 32.00 Rmt Deduct Gate 2.50 Rmt Net Qty = 29.50 Rmt |
| 62 | Item No.2: Providing and fixing M.S. Gate 2.50 M wide for compound with 40 mm dia. G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc complete. |
| 63 | Item No.3: Commissioning, running & maintaining the scheme for the rated capacity for a period of 1 month as trial run as directed by Engineer-In-Charge.For Singal Village 1 Months |
| 64 | Item No.4: Providing and fixing board displaying information, suchas \\"Nameofwork, Tendercost, Name of Contractor, Work completion and liability periodetc\\", having rectangular shape of 1.20 m x 0.90 m size ade aluminumcomposite pannel sheet with 0.5 mm skinthickness one ither side nded with whit eretro reflective sheeting of ClassC (TypeXI Microprismatic grade sheeting) havin gpressure seniveadhesive.Retroreflectivesheetingwithspecifiedbackground,borderandbacksideretoreflectivesymbols,letters,numerals,arrowasperIRC:67 012Table No8.3,onM.S.angleofsize35x35x3mmframewithproperlycrossbracedM.S.anglesofsize35mmx35mmx3mmdulypaintedincludingTwoM.S.angleironpostsofsize65mmx65mmx6mm,3.65mlongpaintedwithalternateblackandwhitebandsof25cmwidthincludingallfixturesetc.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation,refilling,transportation,andlabouretccomplete.Class_C_(TypeXIMicroprismaticgradesheeting)shallhave10yearswrittenwarrantyfromthemanufacturerincludingtheDigitallyPrintedareaswithLatexprintingtechnologywithsheetingmanufcturerapprovedinksandlaminatedwithUVoverlayfilmandthiswarrantycertificateinoriginal should be submitted to the Engineer in charge by the contractor/supplier.1.20 x 0.90 = 1.08 |
| 65 | Item No.5: Construction Of Cattle Trough |
| 66 | Sub Work-7House Connection Item No.1 Providing and making MDPE / CPVC pipe comsumer service connection with ferrule on CI / DI / HDPE / PVC pipe with the help of electrofution maschine or ratechet & dye drill including all labour MDPE / C PVC pipe 10 mt. length MDPE / C PVC special like ilectrofusion tee double compeshion elbow female threaded adopter with mail insirt U PVC compresion end ball valve GI casing pipe off 40/50 mm for road crossing the rate include labour required excavation fitting , refilling closing the water supply transportation etc. complete as directed by the engineer-in-chargeA) For Connection on HDPE / U PVC pipes (with (road crossing) |
| 67 | B) For Connection on HDPE / U PVC pipes (without (road crossing) Please Enable Macros to View BoQ information |