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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical G 8 PANDURANG BHAVAN BORADE PETROL PUMP CHOWK MALKAPUR KARAD SATARA DISTRICT | PUNE | MAHARASHTRA | 412206 | Accepted-Technical Admitted |
| 2 | Accepted-Technical | Accepted-Technical Admitted |
| 3 | Accepted-Technical MAHARASHTRA NIH | Accepted-Technical Admitted |
| 4 | Rejected-Technical | Rejected-Technical Rejected due to non eligibility as per bidding Document. |
Tender Value
₹4.7 Cr
EMD Value
₹2.4 L
Closing Date
23 Sept 2026, 5:00 pmClosed
Superintending Engineer, (P.M.G.S.Y.) Pune Region,
Superintending Engineer, (P.M.G.S.Y.) Pune Region, Pune, New Administrative Building, 3rd Floor, Near Council Hall, Pune
Construction and Maintenance of Bridge on Road Walwa to Ashta Road(ODR-39, T-05)at chainage 2/167, Tal- Walwa, Dist- Sangli, Package No. MH2685
2026_CEMAH_149525_1
MH2685
Open Tender
Civil Works - Bridge Construction
Lump-sum
365 days
Sangli
As per NIT and SBD
8 documents required · 8 mandatory
₹11,800
₹2.4 L
Superintending Engineer, (P.M.G.S.Y.) Pune
8 Oct 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
21 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Construction of Bridge on Road Walwa to Ashta Road(ODR-39, T-05)at chainage 2/167, Tal- Walwa, Dist- Sangli | |||||
| 1 | Design and Construction of High Level Major Bridge (Box cell Type) of 78.70 metre, 14 cell of 5m x 5m each, satisfying the various from and requirements included in the document and height RTL to the base of the foundation as shown in the Departmental design, drawing and described in the scope of work. Including well foundation / pile foundation / open foundation / raft foundation as per the design. All other provisions for sub structure, superstructure, railing, wearing coat and Box returns / Solid returns of required length and depth to be considered as per Detail / Design Criteria attached with Tender Document. With approach structure as per departmental design and drawing and Road etc. complete. Approaches to be constructed with RCC retaining wall 80 m on Walwa side & 74 m on Ashta Side. | 1 | Nos. | 4,73,59,714 | ₹4,73,59,714 |
| 1.1 | Above Bridge Approach work Length 200 Meter Walwa side and 200 Meter Ashta Side and total quantity- Earthwork in excavation for structures ordinary soil-437.09 Cum, Earthwork in excavation for structures ordinary Rock-437.09 Cum, P.C.C grade M 15 Leveling Course- 37.21 Cum, R.C.C. Grade M25 Retaining Wall- 266.39 Cum, Reinforcement for all RCC works TMT FE 500 steel Retaining Wall-2.66 MT, Excavation for roadway in soil -190 Cum, Excavation for roadway in ordinary rock by dozer lead 50 m Lift upto 1.5-10 Cum, Embankment from borrow pits with a lift upto 1.5 m, lead upto 1000 m-3330.36 cum, Embankment from road way cutting-268.55 Cum, Granular Sub-base (A) By Mix in Place Method Grading I- 452.24 Cum, Water bound macadam Grading 2 - 175.78 Cum, Water bound macadam grading 3 -142.03 Cum, 20mm thk Open-Graded Premix Carpet Mechanical Means-1893.75 Sqm, Seal coat B) By Mechanical Means, (II) Bitumen (S-65)-1893.75 Sqm, Tack coat RS-1, 0.20 to 0.25 kg per sqm-1893.75 Sqm, Primer coat (SS-1) 0.70-1.0 kg/sqm -1893.75 Sqm, Thermoplastic road marking strip MORTH Clause 803 -141 Sqm, Molded Shank Raised Pavement Markers/Cat's Eyes made of polycarbonate- 160 Nos, Road Markers/Road Stud with Lens Reflector -80 Nos, Construction of subgrade and earthen shoulders with borrow pits.-539.25 cum, Providing and fixing of PMGSY informatory sign board with Logo -3 Nos, Standard Metal Delineator-212 Nos, Metal Beam Crash Barrier -- Type - A-50 Rmt, Pitching on Slope laid over Prepared filter media-20.27 Sqm, 90 cm x 60 cm Marble plate - 2 Sqm, RCC M15 grade boundary pillars-244 Sqm | - | - | - | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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MaintCostwithRoyalty.pdf
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MaintenanceBoQ.pdf
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RoyaltyWork.pdf
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SBDMH2685.pdf
Tender Documents • 42.89 MB
ScheduleCMaint.pdf
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01_SLG-16_PMGSY_WALVA_GAD_DRG (1).pdf
Tender Documents • 1.45 MB
Drawing.pdf
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BOQ_235684.xls
BOQ • 0.27 MB
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