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| 1 | SUBWORK NO.1:- Deepning Of Existing Supply Well & Drilling Of Horizontal Bore Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 12.00.to 13.50 M |
| 2 | Lift 13.50.to 15.00 M |
| 3 | Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete. |
| 4 | Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:2:4 (M-150) |
| 5 | Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formworka) Foundation Beam (M-200)Lift 13.50 to 15.00 M |
| 6 | b) Vertical Wall (M-200)Lift 13.50 to 15.00 M |
| 7 | Lift 5.00 to 10.00 M |
| 8 | Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, Chajjas, lintels, Pardies, copings, fins, arches etc. as per detailed designs, draLift 5.00 to 10.00 M |
| 9 | Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all lead |
| 10 | 115 mm Dia Drilling of Horizantal Inwell Borewell in well …etc |
| 11 | Providing and supplying of PVC casing pipe ….etc complete |
| 12 | Lifting of Borewell instrument in well with lifting of Drillout material …..Etc .Complete |
| 13 | SUBWORK NO.2:- PUMPING MACHINERY ON SUPPLY WELL:- 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 = 11728 Lph, H=43 Mt. |
| 14 | Supplying and erecting G.I.pipe ‘Heavy’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary materialDrop Pipe- 50 mm dia. G.I. ‘Heavy’ class |
| 15 | 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.50 mm dia. C.I.D.F. Sluice valve (PN-1.6) |
| 16 | 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.50 mm dia. C.I.D.F. Reflux valve (PN-1.6) |
| 17 | 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. 50 mm dia. C.I.D.F. Reflux & Sluice valve (PN-1.6)complete. |
| 18 | Supplying and erecting ‘B’ class G.I. Bend in position with necessary material.50 mm dia. G.I. Bend ‘B’ class |
| 19 | Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material.50 mm dia. G.I. coupling ‘B’ class |
| 20 | Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing.50 mm dia. G.I. Flange ‘B’ class |
| 21 | Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor.3 core, 4 Sqmm |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. |
| 25 | Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. |
| 26 | SUBWORK NO. 3:- RISING MAIN PIPE 90MM, L-450.00 RMT 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 |
| 27 | 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 |
| 28 | 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 (PN 1.6) |
| 29 | 80 mm dia. CIDF Refluxe Valve (PN 1.6) |
| 30 | 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt 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 II |
| 34 | 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. |
| 35 | 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. |
| 36 | 80 mm dia. CIDF Refluxe Valve (PN 1.6) |
| 37 | 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. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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. |
| 42 | Providing and fixing HDPE 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. |
| 43 | SUBWORK NO.4:- CONSTUCTION OF RCC ESR CAP. 60,000 LIT., STAGING HT.-12.00M 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. pipeR.C.C. E.S.R. 60,000 lit. Capacity Staging Ht.- 12.00 S, B.C.- 5.0 MT/Sqm |
| 44 | 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 |
| 45 | 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-1.6 |
| 46 | 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. |
| 47 | SUBWORK NO. 5:- DISTRIBUTION SYSTEM 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 |
| 48 | 90 mm dia. 4 kg/cm2 PVC Pipes |
| 49 | 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. complete65 mm dia. CIDF Sluice Valve (PN 1.0) |
| 50 | 80 mm dia. CIDF Sluice Valve (PN 1.0) |
| 51 | 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. 80 mm dia. Medium class G.I |
| 52 | 100 mm dia. Medium class G.I |
| 53 | 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. |
| 54 | 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. |
| 55 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 56 | Lowering, laying and jointing PVC pipes with specials of following diameter and class including cost of conveyance from stores to site of work, cost of labour, giving satisfactory hydraulic testing as per IS code etc. complete. (With cement solvent joint)75 mm dia. 4 kg/cm2 PVC Pipes |
| 57 | 90 mm dia. 4 kg/cm2 PVC Pipes |
| 58 | Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance up to 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 |
| 59 | 100 mm dia. Medium class G.I |
| 60 | Lowering, laying and jointing in position following C.I.D.F. Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 65 mm dia. CIDF Sluice Valve (PN 1.0) |
| 61 | 80 mm dia. CIDF Sluice Valve (PN 1.0) |
| 62 | Providing and supplying and fixing road surface boxes |
| 63 | 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 |
| 64 | 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. |
| 65 | 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. |
| 66 | Prorving & making sollid support for newly & old constructed house tap connection including painting & as directed by Executive Engineer |
| 67 | SUBWORK NO.6:- MISCELLANEOUS WORKS 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. |
| 68 | Commissioning, running & maintaining the scheme for the rated capacity for a period of 1 month as trial run as directed by Engineer-In-Charge. |
| 69 | Construction Of Cattle Trough |
| 70 | 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. |
| 71 | SUBWORK NO.7:- HOUSE CONNECTION 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) |
| 72 | B) For Connection on HDPE / U PVC pipes (without (road crossing) |
| 73 | SUBWORK NO.8:- ON GRID SOLAR SYSTEM Supplying, installing, testing and commissioning of 4 kWp ON-GRID Solar PV System / Plant consisting solar PV poly crystalline panel (335 Wp X 12 Nos.) and Solar ON-GRID Inverter of similar capacity (THD<3%) with interconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB ,MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liaisoning charges, remote monitoring system with maintaining card / chip for 5 years including net charges for RMS system, complete up to net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract as per specification no. ESD-RT-ONG |
| 74 | Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hole fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross tec. complete. |
| 75 | Providing and fixing M.S. gate 2.5 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. Please Enable Macros to View BoQ information |
