Special Repairs To Vithalwada Water Supply Scheme Tah - Gondpipri
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 May 2021
0 days left
EMD
11000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gondpipri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs To Vithalwada Water Supply Scheme Tah - Gondpipri
BOQ
| Sl. No. | Item Description |
| 1 | Subwork No.1 Repairs Of Pipeline & Disilting |
| 2 | Desilting the Supply Well, Intake Well / Head Works, sump of water supply/ sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. |
| 3 | Supply well |
| 4 | 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. |
| 5 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC 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 the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete |
| 6 | 160 mm dia 6kg/cm2 PVC pipes |
| 7 | 75mm dia 4kg/cm2 PVC pipes |
| 8 | 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. |
| 9 | 10 % Cost of Pipe |
| 10 | 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) |
| 11 | 160 mm dia 6kg/cm2 PVC pipes |
| 12 | 75mm dia 4kg/cm2 PVC pipes |
| 13 | 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. |
| 14 | 100 mm dia. Medium class G.I |
| 15 | 65 mm dia. Medium class G.I |
| 16 | Lowering ,laying & jointing 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. |
| 17 | 100 mm dia. Medium class G.I |
| 18 | 65 mm dia. Medium class G.I |
| 19 | 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 & spreadingasdirected, normal dewatering, preparing the bed for foundation & excluding backfilling etc. complete. |
| 20 | Excavation for foundation/ pipe trenches in hard murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 21 | Item No.10: |
| 22 | Excavation for foundation/ pipe trenches in hard murum and boulders, WBM 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. |
| 23 | Item No.11: |
| 24 | 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. |
| 25 | Item No.12: |
| 26 | Provinding & constructing B.B masonry valve chamber with 15 cm thick 1:3:6 proportionPCC bedding , excluding excavation B.B masonry |
| 27 | Size 90 x 60 cm |
| 28 | Item No.13: |
| 29 | Providing & Supplying ISI Mark CIDF reflex valve ( non return valve) of following dia including all taxes ( central & local ) etc complete |
| 30 | 100 mm dia (PN-1.6) |
| 31 | 80 mm dia (PN-1.6) |
| 32 | Item No.14: |
| 33 | 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 |
| 34 | 65 mm dia. CIDF Sluice Valve (PN 1.0) |
| 35 | 150mm dia. CIDF Sluice Valve (PN 1.6) |
| 36 | Item No.15: |
| 37 | Lowering , laying & jointing in position following CIDF reflex valves , butterfly valves & sluice valves including cost of all labour jointing materialetc complete |
| 38 | 65 mm dia. CIDF Sluice Valve (PN 1.0) |
| 39 | 150mm dia. CIDF Sluice Valve (PN 1.6) |
| 40 | Item No.16: |
| 41 | Providing and supplying 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. |
| 42 | 50 mm dia. C.I.Double Air Valve Flanged |
| 43 | Item No.17: |
| 44 | 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. |
| 45 | 50 mm dia. C. I. Double Air Valve Flanged |
| 46 | Item No.18: |
| 47 | 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. |
| 48 | Item No.19: |
| 49 | Providing, erecting and giving test of submersible pump set conforming to IS8034 and motor conforming to IS 9283,with water proof winding. Pump shall besuitable for various delivery head anddischarge with stainless steel shaft. Motorsuitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entirehydraulic thrust. The pump set shall besuitable for direct coupling, with suitable suction strainer. Pump should havesuitable discharge out let as permanufacturer\"s design. Antithrust streamlined non return valve shall be providedwith the pump. 3 m submersible copperconductor cable in single / double run and2 pairs of suitable size erection clamp 10mm thick shall be provided with eachpump.. |
| 50 | Pump set – 17.50 H.P., Q = 38640 Lph, H=60 Mt. |
| 51 | Item No.20: |
| 52 | Providing lowering laying & placing in position sharouding material for porous pipe gallery / slotted pipe gallery / tranch gallery with all leads & lift involved including transportation of material site of work etc. complete |
| 53 | For WTP Filter Unit |
| 54 | 40 mm Pabbles |
| 55 | 12 mm to 20 mm Pabbles |
| 56 | 6 mm to 12 mm Pabbles |
| 57 | Sub Work:-2.Repairs to exisisting RCC ESR |
| 58 | Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete. |
| 59 | Providing waterproof plaster to old structure 20 mm thickin cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing (and fillingjoints of Nahani trap and any outlet by properly) etc. complete. |
| 60 | Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement) |
| 61 | RCC ESR35000 |
| 62 | Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and o fapproved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete. |
| 63 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, formwork ,laying/pumping ,compacting , roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combedsurface ,only.Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro process or based PLC with SCADA enabled reversible Drum Typemixer /concrete Batchmixplant(Panmixer)etc.complete.Withfineaggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) |
AI Tender Summary
Tender Timeline
May 21, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 28, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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