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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-AOC | ₹13.9 L | L1 | Accepted-AOC accepted |
| 2 | L2₹14.7 L+₹83,382.19 (6.00%)Rejected-AOC | ₹14.7 L+₹83,382.19 (6.00%) | L2 | Rejected-AOC rejected |
| 3 | L3₹14.7 L+₹83,529.51 (6.01%)Rejected-AOC DEVKHAR KOND TALUKA MHASLA DISTRICT RAIGAD MAHARASHTRA | MHASLA | RAIGAD | MAHARASHTRA | 402105 | ₹14.7 L+₹83,529.51 (6.01%) | L3 | Rejected-AOC rejected |
| 4 | L4₹14.9 L+₹98,261.35 (7.07%)Rejected-AOC | ₹14.9 L+₹98,261.35 (7.07%) | L4 | Rejected-AOC rejected |
Tender Value
₹14.7 L
Closing Date
7 Apr 2026, 5:00 pmClosed
Executive Engineer (RWS), kunthebag, alibag tal- a
Executive Engineer (RWS), kunthebag, alibag tal- alibag dist- raigad
CONSTRUCTION OF RCC WELL AT SAKALP KOND Tal -MHASALA Dist-Raiagd
2026_RAIGA_1291581_1
RAIGAD/RWSS/139/2025-26
Open Tender
Civil Works - Water Works
Percentage
180 days
AT SAKALP KOND Tal -MHASALA Dist-Raiagd
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
Exempted
14 Apr 2026
31 Mar 2026
8 Apr 2026
31 Mar 2026
7 Apr 2026
31 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 |
|---|---|---|---|---|---|
| 1Item No. 1: Excavation for foundation trenches in earth soil of all type sand gravel and soft murum including removing the excavated material upto a distace of 50 M and lifls as below, stacking and spreading as directed by Engineer-in-charge, norinal dewatering, preparing the bed for etc. complete | |||||
| 2Item No. 2: Excavation for foundation / pipe trenches in hard 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 ete, complete | |||||
| 3Item 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 | |||||
| 4Item 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 | |||||
| 5Lift 6 M to 7.5 m | |||||
| 6Lilt 7.5 M to 9 m | |||||
| 7Lift 9:00 M to 10.00 m | |||||
| 8Item 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. | |||||
| 9Item 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. | |||||
| 101) R.C.C. M-200 for vertical wall | |||||
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