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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.0 LAccepted-AOC | ₹42.0 L | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹42.3 LRejected-Finance 19 NEW PARBHAT NAGAR MEERUT | ₹42.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹45.1 LRejected-Finance WARD 04 TOWN SIWALKHAS BAGHPAT ROAD MEERUT | ₹45.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹49.1 LRejected-Finance M 287 MAWANA ROAD GANGA NAGAR MEERUT | ₹49.1 L | L4 | Rejected-Finance L4 |
Tender Value
₹54.5 L
EMD Value
₹4.7 L
Closing Date
2 Apr 2026, 12:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
Reconstruction of the damaged bridge located on Chhoiya drain at Km 03 of Gadina via Sanota Maujipur road from Mawana Falavada road in Meerut district and construction of approach road
2026_CEMRT_1130873_1
577/11Cashier-MC PD Meerut Dt 16-02-26
Open Tender
Civil Works - Bridges
180 days
EE PD PWD MEERUT
CLASS A,B,C
3 documents required · 3 mandatory
₹2,714
₹4.7 L
SE MEERUT CIRCLE PWD MEERUT
8 Apr 2026
28 Mar 2026
2 Apr 2026
28 Mar 2026
2 Apr 2026
28 Mar 2026
28 Mar 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 2Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | |||||
| 3Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | |||||
| 4Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | |||||
| 5Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | |||||
| 6Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | |||||
| 7Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | |||||
| 8Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | |||||
| 9Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | |||||
| 10Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | |||||
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