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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-Finance | ₹22.1 L | L1 | Accepted-Finance ok |
| 2 | L2₹22.6 LAccepted-Finance | ₹22.6 L | L2 | Accepted-Finance ok |
| 3 | L3₹22.9 LAccepted-Finance AT RAJAPE POST AMBIVALI TAL KARJAT DIST RAIGAD | KARJAT | RAIGAD | MAHARASHTRA | ₹22.9 L | L3 | Accepted-Finance ok |
Tender Value
₹22.1 L
EMD Value
₹22,077
Closing Date
1 Apr 2026, 5:00 pmClosed
Executive Engineer (RWS), kunthebag, alibag tal- a
Executive Engineer (RWS), kunthebag, alibag tal- alibag dist- raigad
PIPED WATER SUPPLY AT RAVE (MORAKOTTA) TAL- PEN DIST-RAIGAD retender 3rd call
2026_RAIGA_1291197_3
RAIGAD/RWSS/138/2025-26
Open Tender
Civil Works - Water Works
180 days
AT RAVE (MORAKOTTA) TAL- PEN DIST-RAIGAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
₹22,077
2 Apr 2026
30 Mar 2026
2 Apr 2026
30 Mar 2026
1 Apr 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing 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 / | |||||
| 25% of cost of pipes shall be considered for cost of PVC/HDPE specials for estimate purpose only. | |||||
| 3aProviding double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete | |||||
| 4Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984) | |||||
| 5Excavation 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 | |||||
| 6Lowering, 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 | |||||
| 7Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate | |||||
| 8Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate | |||||
| 9Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) | |||||
| 10Providing and 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 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. | |||||
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BOQ_2219571.xls
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