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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.2 LAccepted-AOC 01 SANT KABIR NAGAR BADHYALALA PACHWA SANTKABIR NAGAR SANT KABIR NAGAR BASTI UTTAR PRADESH 272125 | SANT KABEER NAGAR | UTTAR PRADESH | 272125 | ₹46.2 L | L1 | Accepted-AOC Due to L1 |
| 2 | L2₹47.4 L+₹1.2 L (2.67%)Rejected-Finance | ₹47.4 L+₹1.2 L (2.67%) | L2 | Rejected-Finance L2 |
| 3 | L3₹47.9 L+₹1.7 L (3.69%)Rejected-Finance UTTAR PRADESH UP | GHAZIABAD | UTTAR PRADESH | 201001 | ₹47.9 L+₹1.7 L (3.69%) | L3 | Rejected-Finance L3 |
| 4 | L4₹50.0 L+₹3.8 L (8.13%)Rejected-Finance | ₹50.0 L+₹3.8 L (8.13%) | L4 | Rejected-Finance L4 |
| 5 | L5₹56.2 L+₹10.0 L (21.7%)Rejected-Finance BHARARI MANDA KHAS MEJA PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹56.2 L+₹10.0 L (21.7%) | L5 | Rejected-Finance L5 |
Tender Value
₹62 L
EMD Value
₹5.1 L
Closing Date
31 Mar 2026, 12:00 pmClosed
SE LKO CIR PWD LKO
SE LKO CIR PWD LKO
Construction work of 1X6 m span box culvert in place of damaged culvert at Km 49 of Gosaiganj Bani Mohan Road (SH-136) in Lucknow district
2026_CEUCZ_1130023_1
2129/523(2)C-LKO.CIR/2025-26 Dated 23.03.2026
Open Tender
Civil Works - Bridges
Percentage
365 days
LUCKNOW
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.1 L
SE LKO CIR PWD LKO
29 May 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
27 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 |
|---|---|---|---|---|---|
| 1Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | |||||
| 2Earthwork 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 3Sand Filling in Foundation below Box Culvert base as per Drawing & Technical specification. | |||||
| 4Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. | |||||
| 5RCC M25 Grade RCC Grade M25 using batching plant & Concrete pump | |||||
| 6RCC Grade M20 using batching plant transit mixer & Concrete pump | |||||
| 7Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | |||||
| 8Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | |||||
| 9Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m & lead up to 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 (Carted Earth) | |||||
| 10Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia | |||||
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