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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAccepted-AOC VILL AMSERUWA POST SIDDHOUR DISTT BARABANKI | BARABANKI | ₹21.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.7 LRejected-Finance | ₹21.7 L | L2 | Rejected-Finance REJECTED DUE TO HIGHEST RATE QUOTED |
| 3 | L3₹22.2 LRejected-Finance AKBARPUR AMBEDKAR NAGAR | ₹22.2 L | L3 | Rejected-Finance REJECTED DUE TO HIGHEST RATE QUOTED |
| 4 | L4₹22.5 LRejected-Finance UTTAR PRADESH | ₹22.5 L | L4 | Rejected-Finance REJECTED DUE TO HIGHEST RATE QUOTED |
| 5 | L5₹25.6 LRejected-Finance BARABANKI | UTTAR PRADESH | 225001 | ₹25.6 L | L5 | Rejected-Finance REJECTED DUE TO HIGHEST RATE QUOTED |
Tender Value
₹30 L
EMD Value
₹3 L
Closing Date
30 Mar 2026, 12:00 pmClosed
O/O EE CD-1 PWD, BARABANKI
O/O EE CD-1 PWD, BARABANKI
Construction of 2x3x3 m span Box Culvert, Approch Road at Lakshbar Bajaha Karpiya Newla (ODR) in km. 1 Near Lacal Nala
2026_CEUFZ_1128950_1
751/ 10A/E-Tendering / 2025 Dated 18-03-2026
Open Tender
Civil Works - Bridges
180 days
BARABANKI
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3 L
Yes
11 May 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Dismantiling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) | |||||
| 2Earth 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. | |||||
| 3Providing & laying cement concrete 1:3:6 (1cement, 3coarse sand,6 stone grit) including supply of all materials labour & T&P etc required for proper copaction of the work and curing complete, also including cost of formwork in foundation & floors. | |||||
| 4Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (without Machinary) (Below Raft) | |||||
| 5Providing & laying M25 grade Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification & section 1500, 1700 & 2200 of MORTH&H specification | |||||
| 6Steel (HYSD Fe 500) with all charges as cutting, bending, binding & placing at site. | |||||
| 7Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | |||||
| 8Drainage Spouts complete as per drawing and Technical specification | |||||
| 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 | |||||
| 10Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification | |||||
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2105828.xls
BOQ • 0.24 MB
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