Rural Development Department has published Special Repais To Vhirgaon Water Supply Scheme Ta . Rajura. Submission Date for this Tender is 04-06-2020. Water Supply Project Tenders in Rajura Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Jun-2020 | boq | Other | 02-06-2020 |
| 2 | 02-Jun-2020 | date ext 1st | Date | 03-06-2020 |
| 3 | 03-Jun-2020 | date ext 2nd | Date | 04-06-2020 |
| Name of Work: Special Repais To Vhirgaon Water Supply Scheme ta. Rajura | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub Work:-1. DRILLING OF TUBE WELL 200MM DIA & 60M DEPTH | |||
| 2 | 2 | Item No.1: | |||
| 3 | 3 | Drilling of tube well by reverse rotary method in alluvial formation of suitable dia. as below including supply of material etc. complete. This job includes submission of strata met with the tube well to G.S.D.A. for deciding casing policy etc. with fees payable to G.S.D.A. | |||
| 4 | 4 | a) 200 mm Dia. | 60 | Rmt | |
| 5 | 5 | Item No.2: | |||
| 6 | 6 | Transportation of drilling rig unit and supporting vehicle including cost of all labour, fuel etc. complete. The necessary expenditure for making approach road etc. is included in this job. | 1 | No. | |
| 7 | 7 | Item No.3: | |||
| 8 | 8 | Providing, fixing and placing ERW M.S. casing pipe 5.60 mm thick as per casing policy decided by G.S.D.A. | |||
| 9 | 9 | a) 150 mm dia. plain casing pipe | 42 | Rmt | |
| 10 | 10 | b) 150 mm dia. slotted casing pipe | 18 | Rmt | |
| 11 | 11 | Item No.4: | |||
| 12 | 12 | Supplying, transporting and placing gravel packing of size 3/8” to ½” only including stacking, sorting, washing and placing etc. complete. | |||
| 13 | 13 | For 150 mm dia. Tube well | 60 | Rmt | |
| 14 | 14 | Item No.5: | |||
| 15 | 15 | Development of tube well | 24 | Hour | |
| 16 | 16 | Item No.6: | |||
| 17 | 17 | Providing and fixing bail plug at the bottom of tube well. | |||
| 18 | 18 | 150 mm dia. | 1 | No. | |
| 19 | 19 | Item No.7: | |||
| 20 | 20 | Providing and fixing wooden sleepers of size 300 x 150 x 1000 mm for supporting clamp. | 1 | Set | |
| 21 | 21 | Item No.8: | |||
| 22 | 22 | Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm, 1 m length including nut bolts and washers etc. complete. | |||
| 23 | 23 | For 150 mm dia. Pipe | 2 | No. | |
| 24 | 24 | Item No.9: | |||
| 25 | 25 | Giving yield test of tube well by air compressor for 3 hours on 900 V-Notch and giving a certificate mentioning draw down level. | 1 | No. | |
| 26 | 26 | Item No.10: | |||
| 27 | 27 | Providing and fixing M.S. Cap heavy duty. | |||
| 28 | 28 | For 150 mm dia. Pipe | 1 | No. | |
| 29 | 29 | Item No.11: | |||
| 30 | 30 | Constructing platform for Tube well | 1 | cum | |
| 31 | 31 | Sub Work:- 2. Providing and erecting Pumping Machinery on Tubewell | |||
| 32 | 32 | Item No.1: | |||
| 33 | 33 | 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. | |||
| 34 | 34 | Pump set – 5.0 H.P., H-44.m,Q=11582 lit/hr | 1 | Nos | |
| 35 | 35 | Item No.2: | |||
| 36 | 36 | Supplying and erecting G.I.pipe ‘Heavy’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary material | |||
| 37 | 37 | Drop Pipe- 65 mm dia. G.I. ‘Heavy’ class | 59 | Rmt | |
| 38 | 38 | Item No.3: | |||
| 39 | 39 | Providing,erecting,testing and commissioning C.I.Glandless Sluice valve suitable for working pressure of10 kg/cm2 with standard non rising spindle, handwheel,cap etc and manufactured as per IS 2906/14846 and asper detailed specifications. | |||
| 40 | 40 | 65 mm dia.Glandless C.I.D.F. Sluice valve (PN-1.0) | 1 | Nos | |
| 41 | 41 | Item No.4: | |||
| 42 | 42 | 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. | |||
| 43 | 43 | 65 mm dia. C.I.D.F. Reflux valve (PN-1.0) | 1 | Nos | |
| 44 | 44 | Item No.5: | |||
| 45 | 45 | Supplying and erecting ‘B’ class G.I. Bend in position with necessary material. | |||
| 46 | 46 | 65 mm dia. G.I. Bend ‘B’ class | 4 | Nos | |
| 47 | 47 | Item No.6: | |||
| 48 | 48 | Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material. | |||
| 49 | 49 | 65 mm dia. G.I. coupling ‘B’ class | 6 | Nos | |
| 50 | 50 | Item No.7: | |||
| 51 | 51 | Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing. | |||
| 52 | 52 | 65 mm dia. G.I. Flange ‘B’ class | 2 | Nos | |
| 53 | 53 | Item No.8: | |||
| 54 | 54 | Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor. | |||
| 55 | 55 | 3 core, 4 Sqmm | 100 | Rmt | |
| 56 | 56 | Item No.9: | |||
| 57 | 57 | 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, FASD 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. | 1 | Nos | |
| 58 | 58 | Item No.10: | |||
| 59 | 59 | 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. | 1 | Nos | |
| 60 | 60 | Item No.11: | |||
| 61 | 61 | Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. | |||
| 62 | 62 | 1 Tonne capacity | 1 | Nos | |
| 63 | 63 | Item No.12: | |||
| 64 | 64 | 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. | |||
| 65 | 65 | PCC 1:2:4 (M-150) grade | 0.54 | Cum | |
| 66 | 66 | Item No.13: | |||
| 67 | 67 | Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. | 1 | Nos | |
| 68 | 68 | Sub Work:- 3. Providing, lowering, laying, jointing and testing 90 mm dia.PVC 6 Kg/cm2 pipe Rising main | |||
| 69 | 69 | Item No.1: | |||
| 70 | 70 | 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) | |||
| 71 | 71 | 90 mm dia. 6 kg/cm2 PVC Pipes | 300 | Rmt | |
| 72 | 72 | Item No.2: | |||
| 73 | 75 | Item No.3: | |||
| 74 | 76 | 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. complete | |||
| 75 | 77 | 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.6) | 1 | Nos | |
| 76 | 78 | Item No.4: | |||
| 77 | 79 | Providing and supplying kinetic double orifice type air valves as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice Vulcanite ball seating on moulded seat ring, inlet face and drilled including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto site etc. complete. | |||
| 78 | 80 | 65 mm dia. C. I. Double Ball Air Valve Flanged (PN-1.0) | 1 | Nos | |
| 79 | 81 | Item No.5: | |||
| 80 | 82 | 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. | 63 | Cum | |
| 81 | 83 | Item No.6: | |||
| 82 | 84 | Excavation for foundation/ pipe trenches in hard murum and boulder 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. | 84 | Cum | |
| 83 | 85 | Item No.7: | |||
| 84 | 86 | 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. | 63 | Cum | |
| 85 | 87 | Item No.8: | |||
| 86 | 88 | 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) | |||
| 87 | 89 | 90 mm dia. 6 kg/cm2 PVC Pipes | 300 | Rmt | |
| 88 | 90 | Item No.9: | |||
| 89 | 91 | Providing and fixing pipe 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 | JOB | |
| 90 | 92 | Item No.10: | |||
| 91 | 95 | Item No.11: | |||
| 92 | 96 | 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. | |||
| 93 | 97 | 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) | 1 | Nos | |
| 94 | 98 | Item No.12: | |||
| 95 | 99 | Lowering, laying and fixing CI air valve in proper position and alignment as directed including cost of conveyance from stores to site of work, cost of all jointing material, labour, giving satisfactory hydraulic testing etc. complete. | |||
| 96 | 100 | 65 mm dia. C. I. Kinetic Air Valve Flanged (PN-1.6) | 1 | Nos | |
| 97 | 101 | Item No.13: | |||
| 98 | 104 | Item No.14: | |||
| 99 | 105 | 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. | 1 | Nos | |
| 100 | 106 | Item No.15: | |||
| 101 | 109 | Item No.16: | |||
| 102 | 110 | 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. | 208 | Cum | |
| 103 | 111 | Item No.17: Rectification of leakages of pipe line of 90 mm dia. 6 kg/cm2 PVC Pipes | 5 | No | |
| 104 | 112 | Sub Work:- 5. Tube Well Flushing | |||
| 105 | 113 | Item No.1: | |||
| 106 | 114 | Exinting Tube well Flushing ( Air Lift methos) of 150 mm dia and 60 m depth……etc. complete | 24 | HR | |
| 107 | 115 | Item No.2: | |||
| 108 | 116 | Transportatin ( Truck for Transport 8 to 10 M.T. | 25 | KM |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
