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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.3 CrAdmitted-Finance ADD 446A DOCHANIA BHAWAN PURDILPUR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | -5.50% | ₹7.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.3 CrAdmitted-Finance | -5.21% | ₹7.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical All Paper are not correct |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical similar nature work experience are not attached |
Tender Value
₹7.7 Cr
EMD Value
₹15.4 L
Closing Date
21 Apr 2026, 3:00 pmClosed
General Manager
office of General Manager, 1/22 Yaman, Sahara Estate Gorakhpur
Construction of RE Wall and Approach Road both side on 4 Lane Rail Over Bridge Between Level Crossing 86B-2 to 550m in East under Barhni Bypass of Gorakhpur Rail Section in District Siddharth Nagar
2026_UPSBC_1135773_1
97 /ROB-86B-2/2026-27 dt. 10-04-2026
Open Tender
Civil Works - Bridges
Percentage
365 days
Siddharth Nagar
please refer tender documents
2 documents required · 2 mandatory
₹20,000
As per Tender Document
₹15.4 L
12 May 2026
11 Apr 2026
21 Apr 2026
11 Apr 2026
21 Apr 2026
11 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 | R.E. Wall
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
(Reference of Sr. No 12.01 MORTH Specification 304) | - | CUM | - | - |
| 2 | Concrete in Levelling Pad -RCC Grade M20 using batching plant transit mixer & Concrete pump.
(Reference of Sr. No 13.5 MORTH Specification 1500, 1700 & 2200) | - | Cum | - | - |
| 3 | Facing elements of RCC Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) (Reference of Sr. No 7.4 MORTH Specification 3105 ii) | - | SQM | - | - |
| 4 | Concrete Over RE wall(Coping Beam) RCC Grade M35 using batching plant transit mixer & Concrete pump
(Reference of Sr. No 13.5H MORTH Specification 1500, 1700 & 2200) | - | CUM | - | - |
| 5 | Concrete Over RE wall RCC Grade M35 using batching plant transit mixer & Concrete pump
(Reference of Sr. No 13.5H MORTH Specification 1500, 1700 & 2200) | - | CUM | - | - |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications in Crash Barrier
(Reference of Sr. No 13.06 MORTH Specification 1600 & 2200) | - | MT | - | - |
| 7 | Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layers at OMC, all as specified in IRC: SP: 58 and as per approved plans.
(Reference of Sr. No 3.34 MORTH Specification) (1980.73+1533.99=21341.72) | - | CUM | - | - |
| 8 | P.C.C. under Friction Slab -PCC Grade M15 using batching plant & manual placing
(Reference of Sr. No 12.41 MORTH Specification 1100 & 1700) | - | CUM | - | - |
| 9 | Friction slab M-35 RCC-Grade M35 using batching plant transit mixer & Concrete pump.
(Reference of Sr. No 13.5H MORTH Specification 1500, 1700 & 2200) | - | CUM | - | - |
| 10 | Crash Barrier M-45, Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
(Reference of Sr. No 14.1F MORTH Specification 1500, 1600 & 1700) | - | CUM | - | - |
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ROB86BREWALL.pdf
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