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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.9 LAccepted-AOC 108 BADA CHAKA NAINI ALLAHABAD | ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | ₹28.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹29.0 L+₹2,899.03 (0.10%)Rejected-AOC | ₹29.0 L+₹2,899.03 (0.10%) | L2 | Rejected-AOC L2 |
Tender Value
₹29.0 L
EMD Value
₹57,960
Closing Date
1 Jul 2026, 12:00 pmClosed
Executive Engineer
Vikash BHawan
Gram-Katlahi (Block-Barhalganj) Pitch Road se Rajesh Yadav ke Ghar Tatha Pitch Se Rajendra Yadav ke Ghar Tak CC Road
2026_REDUP_1163025_4
695/EE/RED/GKP/26-27 Date 30/05/26
Open Tender
Civil Works
Percentage
90 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹896
₹57,960
20 Aug 2026
25 Jun 2026
2 Jul 2026
25 Jun 2026
1 Jul 2026
25 Jun 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5 | - | Cum | 142.79 | - |
| 2 | Construction of granual sub-base(GSB) by providing well graded material, spreading in uniform layars 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 Technical specification clause 401. | - | Cum | 3,417.06 | - |
| 3 | Providing, laying, spreading and compacting stone aggregates G-III of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405 | - | cum | 4,623.65 | - |
| 4 | 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 1501.2.2M 30 (Grade), coarse and fine aggregate 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 leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501 | - | Cum | 8,848.49 | - |
| 5 | Construction of subgrade and earthed shoulders with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5 | - | Cum | 132.72 | - |
| 6 | Supply & Fixing of Sign Board and Photography | - | sqm | 5,700 | - |
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BOQ_2180207.xls
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