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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.2 L+₹48,476.09 (6.30%)Rejected-Finance TEUNGA CITY ROAD SADAR PRATAPGARH | L2 | Rejected-Finance Higher Rate | |
| 3 | L3₹8.3 L+₹64,835.27 (8.42%)Rejected-Finance RAMGANJ RANIGANJ PRATAPGARH | RANIGANJ | PRATAPGARH | UTTAR PRADESH | L3 | Rejected-Finance Higher Rate | |
| 4 | L4₹8.7 L+₹1.0 L (13.5%)Rejected-Finance A 15 ASHOK PURAM COLONY HAFIZBAGH VARANASI UTTAR PRADESH | VARANASI | UTTAR PRADESH | 221001 | L4 | Rejected-Finance Higher Rate | |
| 5 | L5₹9.6 L+₹1.9 L (25.0%)Rejected-Finance | L5 | Rejected-Finance Higher Rate |
Tender Value
₹13.5 L
EMD Value
₹1.4 L
Closing Date
2 Feb 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Office of the EE PD PWD Pratapgarh
Office of the EE PD PWD Pratapgarh
Special Repair of Suruwamishrapur To Pure Gosai via Maduwadeeh Link Road
2026_CEALD_1109280_25
101/26M/E-Tendering/2026 Dated 09.01.2026
Open Tender
Civil Works - Roads
Percentage
Pratapgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹1.4 L
27 Oct 2026
26 Jan 2026
2 Feb 2026
26 Jan 2026
2 Feb 2026
26 Jan 2026
Particulars of works
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Including labour cess, Royalty (Excluding GST)
Cement Concrete Pavement 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 M30 (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 0.2 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 Including labour cess, Royalty (Excluding GST)
Construction of Subgrade and Earthen Shoulders 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. Including labour cess.
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