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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | ₹11.4 L | L1 | Accepted-AOC Accepted at 37.86 percent Below |
| 2 | L2₹11.4 LRejected-Finance | ₹11.4 L | L2 | Rejected-Finance Being Higher |
| 3 | L3₹11.8 LRejected-Finance | ₹11.8 L | L3 | Rejected-Finance Being Higher |
| 4 | L4₹13.6 LRejected-Finance M 2 SHIV GANGA AWAAS VIKAS PREM NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹13.6 L | L4 | Rejected-Finance Being Higher |
| 5 | L5₹17.9 LRejected-Finance GIRDHARPUR TAHSIL BAHERI THANA DERANIYAN DISTRICT BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹17.9 L | L5 | Rejected-Finance Being Higher |
Tender Value
₹18.6 L
EMD Value
₹1.9 L
Closing Date
10 Apr 2026, 12:00 pmClosed
EE Provincial Division PWD Bareilly
EE Provincial Division PWD Bareilly
Special Repair work of Jataupatti link road in Distt. Bareilly Financial Year 2025-26
2026_CEBLY_1131061_2
1037/E-Tender/25-26 Dated 11.03.2026
Open Tender
Civil Works - Roads
60 days
Bareilly
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹1.9 L
Yes
EE Provincial Division PWD Bareilly
16 May 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
6 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 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) | - | Cum | - | - |
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 Grade M-30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | - | cum | - | - | |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
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tech_eval.pdf
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fin_eval.pdf
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T108work.pdf
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