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Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
29 Sept 2026, 12:00 pm7d left
Executive Enginner CD 1 PWD Sitapur
Office of The Executive Engineer CD 1 PWD Sitapur
Reconstruction of Biswan Road to Seharukheda Road second
2026_CEUCZ_1184259_1
1672/E-TENDER/2026-27 Dated 09-09-2026
Open Tender
Civil Works - Roads
Fixed-rate
90 days
Sitapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹860
₹1.4 L
Yes
Office of The Executive Engineer CD 1 PWD Sitapur
29 Sept 2026
18 Sept 2026
29 Sept 2026
18 Sept 2026
29 Sept 2026
18 Sept 2026
21 Sept 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 availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | 150 | cum | 65 | ₹9,750 |
| 2 | Providing, Laying, spreading and compacting stone aggregates 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 to fill up the nterstices of coarse aggregate ,watering and compacting to the required density | 37.5 | cum | 5,550 | ₹2,08,125 |
| 3 | 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 M 30 (Grade), 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 0.28 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 112.5 | cum | 9,120 | ₹10,26,000 |
| 4 | Construction of Patri with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Mord 3.14) | 190 | cum | 65 | ₹12,350 |
| 5 | Five Year Routine Maintenance @ 2.50% of Civil cost. | 1 | Nos | 31,618 | ₹31,618 |
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T11672.pdf
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