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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.3 LAccepted-AOC GOLDEN CITY NEAR GAS GODAM TUNDLA FIROZABAD | ₹15.3 L | 1 | Accepted-AOC Approved |
| 2 | 2₹16.0 LRejected-Finance 193 EWS TAJ NAGRI PHASE 1 TAJGANJ AGRA | AGRA | UTTAR PRADESH | 282001 | ₹16.0 L | 2 | Rejected-Finance REJECT |
| 3 | 3₹16.1 LRejected-Finance AZAMABAD ARAON FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹16.1 L | 3 | Rejected-Finance REJECT |
| 4 | 4₹16.6 LRejected-Finance FIROZABAD | UTTAR PRADESH | 224172 | ₹16.6 L | 4 | Rejected-Finance REJECT |
| 5 | 5₹17.0 LRejected-Finance MAHOMAJ SHIKOHABAD FIROZABAD UTTAR PRADESH | SHIKOHABAD | FIROZABAD | UTTAR PRADESH | ₹17.0 L | 5 | Rejected-Finance REJECT |
Tender Value
₹20 L
EMD Value
₹2 L
Closing Date
16 Mar 2026, 12:00 pmClosed
EE PD PWD firozabad
EE PD PWD firozabad
Nahar pul to khorai praimari Pathshala khorai road
2026_CEAGR_1122275_12
384/2A dt. 21.02.2026
Open Tender
Civil Works
60 days
Nahar pul to khorai praimari Pathshala khorai road
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2 L
Yes
4 Apr 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
9 Mar 2026 - 16 Mar 2026
WBM (G-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
Providing and applying tack coat with bitumen (VG-10) 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. as per Technical Specification clause-508
Providing & 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
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.
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