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Tender ID
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
4 May 2026, 10:00 amClosed
Executive Engineer (RWS), RZP
Executive Engineer (RWS) RZP
Piped Water Supply Scheme At. WESHVI (Jal Jeevan Mission)
2026_RAIGA_1299185_1
RAIGAD/RWSS/14/2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
At. WESHVI
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,900
₹2.0 L
24 Aug 2026
30 Apr 2026
5 May 2026
30 Apr 2026
4 May 2026
30 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 | Veshvi RCC Well (6.0m X 10m) 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 Lift 0.00 M to 1.50 m | 149.03 | Cum | 150 | ₹22,354.5 |
| 2 | Item 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 etc. complete Lift 1.50 M to 3.00 m | 100.75 | Cum | 184 | ₹18,538 |
| 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 Lift 3.00 M to 4.50 m | 90.15 | Cum | 622 | ₹56,073.3 |
| 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 Lift 4.50 M to 6.00 m | 80.14 | Cum | 830 | ₹66,516.2 |
| 5 | Lift 6.00 M to 7.50 m | 70.72 | Cum | 855 | ₹60,465.6 |
| 6 | Lift 7.50 M to 9.00 m | 61.89 | Cum | 880 | ₹54,463.2 |
| 7 | Lift 9.00 M to 10.00 m | 28.26 | Cum | 905 | ₹25,575.3 |
| 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. complete. P.C.C 1:2:4 | 9.24 | Cum | 6,204 | ₹57,324.96 |
| 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. 1) R.C.C. M-250for Beam | 14.14 | Cum | 9,240 | ₹1,30,653.6 |
| 10 | 2) R.C.C. M-250 for vertical wall | 36.82 | Cum | 9,910 | ₹3,64,886.2 |
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