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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC | ₹22.3 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹22.4 L+₹1,565.12 (0.07%)Rejected-Finance | ₹22.4 L+₹1,565.12 (0.07%) | L2 | Rejected-Finance REJECT |
| 3 | L3₹22.8 L+₹46,953.73 (2.10%)Rejected-Finance SATARA | SATARA | SATARA | MAHARASHTRA | 415002 | ₹22.8 L+₹46,953.73 (2.10%) | L3 | Rejected-Finance REJECT |
| 4 | L4₹23.0 L+₹69,312.64 (3.10%)Rejected-Finance | ₹23.0 L+₹69,312.64 (3.10%) | L4 | Rejected-Finance REJECT |
| 5 | L5₹23.1 L+₹73,784.43 (3.30%)Rejected-Finance | ₹23.1 L+₹73,784.43 (3.30%) | L5 | Rejected-Finance REJECT |
Tender Value
₹22.4 L
EMD Value
₹22,359
Closing Date
21 Apr 2026, 5:00 pmClosed
Additional Cheif Executive Officer
Z.P.Satara
Construction of Storage Weir At Manegaon Tal- Patan Dist - Satara
2026_SATAR_1294855_10
E-Tender Notice No.01/02 2025-26 2nd Call
Open Tender
Civil Works - Water Works
Percentage
365 days
Manegaon
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹22,359
21 Jul 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 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 | - | - |
| 5 | 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 | - | - |
| 6 | 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 A) C.C.M. - 150 (1:2:4) (40 MSA) | - | One Cubic Meter | - | - |
| 7 | Providing,fabricating and placing in position reinforcement steel for RCC works including 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. | - | M.ton | - | - |
| 8 | Providing & laying rubble soling below foundation in layers incluiding filling with rubble chips murum etc complete | - | One Cubic Meter | - | - |
| 9 | Drilling 32 mm. dia. for anchoring in rock . steel anchor exclud.cost of grouting & anchor bar including flushing the hole,conveying all machinary,eqipment & necessary watering complete | - | Rmt | - | - |
| 10 | Manufacturing with QAP & Fabrication needel gates- curved type size 2.15 x 0.5M-74 74 Kg weight as per relevant Indian Standard with all material , Mild Steel Confirming to IS 2062, Rubber seal confirmimg to IS 4623 & welding electrodes AWS E 6013 for general weld joints it includes all material labour charges machinary charges , 1 Km lead charges of transporting, loading and unloading charges of gate parts of Site, Inspection & 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 sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/-5 micron per coat as per IS 14177. | - | Mton | - | - |
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