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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC | ₹14.7 L | L1 | Accepted-AOC accepted |
| 2 | L2₹15.0 LRejected-AOC | ₹15.0 L | L2 | Rejected-AOC rejected |
| 3 | L3₹15.0 LRejected-AOC | ₹15.0 L | L3 | Rejected-AOC rejected |
Tender Value
₹14.7 L
Closing Date
21 Apr 2026, 10:00 amClosed
Executive Engineer (RWS), kunthebag, alibag tal- a
Executive Engineer (RWS), kunthebag, alibag tal- alibag dist- raigad
Construction of Protoection Wall for Nalla Side at Kashele in G.P.Kashele Tal.Karjat Dist.Raigad
2026_RAIGA_1294582_1
RAIGAD/RWSS/5/2026-27
Open Tender
Civil Works - Water Works
180 days
at Kashele in G.P.Kashele Tal.Karjat Dist.Raigad
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
Exempted
22 May 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
21 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:-Cleaning grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as directed. | - | Sqm | - | - |
| 2 | Item No.2 - Excavation in hard murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lifts as directed.. | - | cum | - | - |
| 3 | Item No.3 - Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15 m and all lifts as directed | - | cum | - | - |
| 4 | Item No.4 Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling /pre-splitting /smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and all lifts as directed | - | cum | - | - |
| 5 | Item No.5 Providing and laying dry stone rubble masonry excluding pointing etc. complete as directed. | - | cum | - | - |
| 6 | Item No.6 Providing and laying in situ cement concrete of grade M-10 of trap / granite / quartzite / graded metal for foundation and bedding with Concrete Mixer including placing, compacting, curing etc. complete with an initial lead of 1 km & all lifts as directed. | - | cum | - | - |
| 7 | Item No. 7:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. | - | cum | - | - |
| 8 | Item No. :- 8 Providing and laying weep holes of 80 mm dai. AC/PVC pipe as per drawing for Walls Including cost of all material and labour etc.complete | - | Rmt | - | - |
| 9 | Item No.9 Providing & laying in position TOR steel reinforcement including Cutting bending binding including cost of reinforcement binding wire etc complete with a lead of 50 m & lift of 1.50 m | - | MT | - | - |
| 10 | Item No.10:-Providing casing embankment using selected previous material available directly from excavation in layers including cost of all other operations such as collection of material spreading material in layer of specified thickness sorting out breaking clods levelling sectioning edges sides watering compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc com | - | cum | - | - |
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