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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.6 LAccepted-AOC NEAR MATA KA MANDIR SAILAI FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹3.6 L | L-1 | Accepted-AOC Approved |
| 2 | L-2₹4.1 LRejected-Finance GRAM NAGLA UDI PAHADPUR PO GAZIPUR FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹4.1 L | L-2 | Rejected-Finance Reject |
| 3 | L-3₹4.1 LRejected-Finance GRAM KHANJAPUR PO GAZIPUR FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹4.1 L | L-3 | Rejected-Finance Reject |
Tender Value
₹4.2 L
EMD Value
₹42,000
Closing Date
18 Feb 2026, 12:00 pmClosed
EE PD PWD firozabad
EE PD PWD firozabad
firozabad fatehabad road km 2 bari chaurahe to basai mohhmadpur shankarpur madua road
2026_CEAGR_1113828_2
320/2A dt. 02.02.2026
Open Tender
Civil Works
60 days
firozabad fatehabad road km 2 bari chaurahe to bas
Please refer Tender documents.
2 documents required · 2 mandatory
₹767
₹42,000
Yes
11 Mar 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
11 Feb 2026 - 18 Feb 2026
Water Bound Macadam-(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 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
Tack Coat on Bituminous surfaces - Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Open - Graded Premix Surfacing - Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
Case - II : Type B - Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
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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