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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC GOKULPUR ADHAULI DHATA FATEHPUR UTTAR PRADESH | ₹5.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.6 LRejected-Finance | ₹5.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹5.8 LRejected-Finance 30 AMBEDKAR VIHAR YOJANA CHO CHOWK PRAYAGRAJ | ₹5.8 L | L3 | Rejected-Finance L3 |
| 4 | L4₹6.1 LRejected-Finance | ₹6.1 L | L4 | Rejected-Finance L4 |
Tender Value
₹7.8 L
EMD Value
₹78,000
Closing Date
20 Feb 2026, 12:00 pmClosed
Executive Engineer PD PWD Kaushambi
office of Executive Engineer PD PWD Kaushambi
Renewal with general repairs of GGIC se Gaurhara Link Road.
2026_CEALD_1113385_7
3264/7A/2025-26 Dt. 20.01.2026
Open Tender
Civil Works - Roads
60 days
Kaushambi
Please Upload Tender Documents
2 documents required · 2 mandatory
₹856
₹78,000
Yes
Kaushambi
14 May 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
18 Feb 2026
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)
Providing and applying primer coat with Bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70Kg/Sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with Bitumen (V.G.-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & 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 either using penetration grade bitumen or emulsion 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 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
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and lead transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1
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