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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC AT RAJAPE POST AMBIVALI TAL KARJAT DIST RAIGAD | KARJAT | RAIGAD | MAHARASHTRA | ₹34.4 L | L1 | Accepted-AOC accepted |
| 2 | L2₹35.2 LRejected-AOC | ₹35.2 L | L2 | Rejected-AOC rejected |
| 3 | L3₹35.5 LRejected-AOC | ₹35.5 L | L3 | Rejected-AOC rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹34.4 L
EMD Value
₹34,415
Closing Date
20 Apr 2026, 10:00 amClosed
Executive Engineer (RWS), kunthebag, alibag tal- a
Executive Engineer (RWS), kunthebag, alibag tal- alibag dist- raigad
Construction of KT Weir Bandhara at Zugarewadi Ainayachiwadi in V.P.Olman Tal.Karjat
2026_RAIGA_1294024_2
RAIGAD/RWSS/2/2026-27
Open Tender
Civil Works - Water Works
180 days
at Zugarewadi Ainayachiwadi in V.P.Olman Tal.Karj
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
₹34,415
5 May 2026
10 Apr 2026
21 Apr 2026
10 Apr 2026
20 Apr 2026
10 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 rubble soling below foundation in layers including fillinf with rubble chips murum etc. complete (Excluding royalty material) | - | cum | - | - |
| 6 | Item No.6 Providing and Laying in situ Cement Concrete of grade M-20 of trap / granite / gneiss /quartzite graded metal for PCC with or without surface reinforcement RCC/Concreting requiring heavy or spetial type of shuttering for works of gallery ,sluice,spillway crest,spillway down stream face,energy dissipating structure,inteke structure,training walls,piers abutments etc.with batching plant and transit mixer with shuttering and scaffolding ,placing ,compacting,curing etc.complete with an initial lead of 1km and all lift etc.complete | - | cum | - | - |
| 7 | Item No.7 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 | - | - |
| 8 | Item N0.8- Manufacturing with QAP & fabrication of KT weir needle gates -straight type size 2.15 x 0.50 M -94 Kg.weight as per relevant Indian Standards with all material,Mild steel confirming to IS 2062,Rubber seal comfirming to IS 4623 & welding electrodes AWS E6013 for general weld joints.It includes all materials ,labour charges,machinary charges ,1KM lead charges of transportation,loading and unloading charges of gate parts at site,Inspection and quality control charges ,sand blasting,painting with one coat of zinc rich primer on dry film to give total dry film thickness 70+/-5 microns and 2 coats of solventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/-5 micron per coat as per IS 14177. | - | MT | - | - |
| 9 | Item No. 9:-Providing & laying in position MS Channel For grooves & as sill Beam of size 150 x 75 x 8 mm ----- etc complete | - | Rmt | - | - |
| 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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