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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC FLAT NO 5 PLOT NO 3 SEC 25 RACHNA APARTMENT NIGDI PUNE 411044 | PUNE | MAHARASHTRA | 411044 | ₹14.2 L | L1 | Accepted-AOC accepted |
| 2 | L2₹14.5 L+₹31,847.48 (2.24%)Rejected-AOC | ₹14.5 L+₹31,847.48 (2.24%) | L2 | Rejected-AOC rejected |
| 3 | L3₹14.7 L+₹50,046.04 (3.52%)Rejected-AOC OFFICE NO 126 127 PLOT NO GP 185 186 SECOND FLOOR KOHINOOR MAJESTIC CHINCHWAD PUNE 19 PUNE MAHARASHTRA INDIAN 411019 | PUNE | MAHARASHTRA | 411019 | ₹14.7 L+₹50,046.04 (3.52%) | L3 | Rejected-AOC rejected |
Tender Value
₹14.2 L
EMD Value
₹14,218
Closing Date
22 Apr 2026, 5:00 pmClosed
Executive Engineer (RWS), kunthebag, alibag tal- a
Executive Engineer (RWS), kunthebag, alibag tal- alibag dist- raigad
CONSTRUCTION OF NEW WELL AT KONDGAON ADIWASIWADI GP KONDGAON TAL- ROHA
2026_RAIGA_1294995_4
RAIGAD/RWSS/6/2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
AT KONDGAON ADIWASIWADI GP KONDGAON TAL- ROHA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
₹14,218
6 May 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 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 |
|---|---|---|---|---|---|
| 1 | Item No. 1 :- Excavation for foundation / pipe trenches in earth soil of all type sand gravel and soft murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for etc. complete | - | CUM | - | - |
| 2 | Item No. 2: Excavation for foundation/pipe trenches in hard mururn including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for etc. complete | - | CUM | - | - |
| 3 | Item No. 3: Excavation for foundation / pipe trenches in soft rock including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for | - | CUM | - | - |
| 4 | Item No.4:- Excavation for foundation / pipe trenches in hard rock by blasting including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed etc.complete
2 Lift 4.50 M to 6.00 m | - | CUM | - | - |
| 5 | Lift 6.00 M to 7.50 m | - | CUM | - | - |
| 6 | Lift 7.50 M to 9.00 m | - | CUM | - | - |
| 7 | 9 Lift 9.00 M to 10.0 m | - | CUM | - | - |
| 8 | Item No.5:- Providing and laying in situ Cement concrete in proporation of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. | - | CUM | - | - |
| 9 | Item No. 6:- Providing & costing in constructing in situ. C.C of trap granite/ quartzite/gneiss/metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering, ceterind from work.compacting, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. (By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-250grade. | - | CUM | - | - |
| 10 | 2) R.C.C. M-250 for vertical wall | - | CUM | - | - |
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