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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.0 LAccepted-AOC JANKI NAGAR COLONY BAHRAICH ROAD GONDA | ₹52.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹52.1 LRejected-Finance 0 BELCHAURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | ₹52.1 L | L2 | Rejected-Finance L2 |
Tender Value
₹65.4 L
EMD Value
₹5.3 L
Closing Date
12 Dec 2025, 12:00 pmClosed
SE GONDA CIRCLE PWD GONDA
SE GONDA CIRCLE PWD GONDA
Special repair work of Makoiya PMGSY via Baheri to Sikri Tappa Kot Chouraha link road
2025_CEDPW_1096293_6
4814/98Com-Gonda Circle/25-26 Dt. 14.11.25
Open Tender
Civil Works
60 days
Gonda
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Yes
₹5.3 L
Yes
GONDA
12 Feb 2026
4 Dec 2025
12 Dec 2025
4 Dec 2025
12 Dec 2025
4 Dec 2025
5 Dec 2025
Providing and applying tack coat with V.G.-10 Bitumen using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510
Cement Concrete PavementConstruction 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, admixture 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
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tech_bid_open.pdf
tech_eval.pdf
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BOQ_2018043.xls
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