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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC | ₹35.0 L Quoted ₹52.5 L | L1 | Accepted-AOC DUE TO L1 |
| 2 | L2₹58.1 LRejected-Finance | ₹58.1 L | L2 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 3 | L3₹58.4 LRejected-Finance | ₹58.4 L | L3 | Rejected-Finance REJECTED BEING HIGHER RATE |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹58.5 L
EMD Value
₹4.9 L
Closing Date
1 Apr 2026, 12:00 pmClosed
SE, LKO CIRCLE, PWD, LUCKNOW
OFFICE OF SE, LKO CIRCLE, PWD, LUCKNOW
Reconstruction of 2X5.00 M Span Mionr Bridge in Place of Damaged Minor Bridge at Lallan Ki Dukan Sherandajpur (Behikhor Gram Sabha) to Khor Link Road in District Raebareli
2026_CEUCZ_1130687_1
1826/401C(1)-L.CIR/25-26, Dt. 13-03-26
Open Tender
Civil Works
180 days
RAEBARELI
Reconstruction of 2X5.00 M Span Mionr Bridge in Place of Damaged Minor Bridge at Lallan Ki Dukan Sherandajpur (Behikhor Gram Sabha) to Khor Link Road in District Raebareli
2 documents required · 2 mandatory
₹2,714
₹4.9 L
Yes
OFFICE OF SE, LKO CIRCLE, PWD, LUCKNOW
12 May 2026
26 Mar 2026
1 Apr 2026
26 Mar 2026
1 Apr 2026
26 Mar 2026
26 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 m as per Technical Specification Clause 202. | |||||
| 2Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | |||||
| 3Sand Filling in Foundation Trenches as per Drawing & Technical Specification | |||||
| 4Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | |||||
| 5Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. | |||||
| 6Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-25) | |||||
| 7Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | |||||
| 8Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications | |||||
| 9Providing 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 | |||||
| 10Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. | |||||
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