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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | ₹24.3 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹24.6 L+₹29,475.16 (1.21%)Rejected-Finance SATARA | SATARA | SATARA | MAHARASHTRA | 415002 | ₹24.6 L+₹29,475.16 (1.21%) | L2 | Rejected-Finance REJECT |
| 3 | L3₹24.8 L+₹53,834.81 (2.21%)Rejected-Finance MU PO KOPARDE HAVELI TA KARAD | KARAD | SATARA | MAHARASHTRA | ₹24.8 L+₹53,834.81 (2.21%) | L3 | Rejected-Finance REJECT |
Tender Value
₹24.4 L
EMD Value
₹24,360
Closing Date
21 Apr 2026, 5:00 pmClosed
Additional Cheif Executive Officer
Z.P.Satara
Construction of Diversion weir And Distribution System At Mharvand Nivkane Tal Patan Dist Satara
2026_SATAR_1294855_13
E-Tender Notice No.01/02 2025-26 2nd Call
Open Tender
Civil Works - Water Works
Percentage
365 days
Mharvand Nivkane
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹24,360
5 Aug 2026
14 Apr 2026
23 Apr 2026
14 Apr 2026
21 Apr 2026
14 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 | Exvavation in all kinds of Soils & Soft murum including boulders up to 0.6 m dia.(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 as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. | - | One Cubic Meter | - | - |
| 2 | Exvavation in Hard Murum including boulders up to 0.6 m dia.(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 as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. | - | One Cubic Meter | - | - |
| 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 as directed 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 6m lift. | - | One Cubic Meter | - | - |
| 4 | Excavation in Hard Rock oh all toughness including boulders up to 0.6 m diameter (0.113 cum) for canal, cut off trench of embankment, filter drain / catch water drains and other appurtnant structures by control blasting method including control of vibration by use of delay detonators and control of fly rocks by muffling arrangements and adopting only jack hummer for drilling holes | - | One Cubic Meter | - | - |
| 5 | Excavation in Hard Rock all toughness including by breaker 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 as directed 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 6m lift. | - | One Cubic Meter | - | - |
| 6 | Dewatering by pumping out water collected with 10 to 19 H.P.Diesel & Electrical pumps incl. cost of material machniery ,labour,providing sump and all other ancillary operations whenever necessaryetc completeas directed | - | Bhp Hrs | - | - |
| 7 | Providing and laying 300 mm dry rubble soling using stones and stone chips,murum etc complete as directed. | 1 | sqm | - | - |
| 8 | Drilling 32 mm. dia. for anchoring in rock and fixing 25 mm. dia. steel anchor exclud.cost of grouting & anchor bar including flushing the hole,conveying all machinary,eqipment & necessary watering complete. | - | Rmt | - | - |
| 9 | 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 considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m. | - | One Cubic Meter | - | - |
| 10 | Providing,Cutting, bending, hooking, laying in position and tying M.S./HYSD/TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete. | 0.8 | MT | - | - |
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