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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC NAALA PATRI KISHAN NAGAR MAHADEV NAGAR FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | 283203 | ₹6.0 L | L1 | Accepted-AOC Bond Accepted |
| 2 | L2₹6.9 LRejected-Finance | ₹6.9 L | L2 | Rejected-Finance Above rates |
| 3 | L3₹7.1 LRejected-Finance | ₹7.1 L | L3 | Rejected-Finance Above rates |
Tender Value
₹8.2 L
EMD Value
₹82,000
Closing Date
18 Feb 2026, 12:00 pmClosed
EE CD-2 FIROZABAD
EE CD-2 FIROZABAD
Renewal work at Firozabad Jalesar Road to Pachwan Karysthal Road.
2026_CEAGR_1114049_6
185/6A Dated 31.01.2026
Open Tender
Civil Works
60 days
Firozabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹82,000
Yes
15 Mar 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
Dense Graded Bituminous Macadam Grading-2- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause No. 505 complete in all respects.
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 non-bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying bituminous concrete with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause No. 507 complete in all respects.
Earth work in cutting or in embankment For patteris 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. (3/253 of ch-4)
Note - GST Extra paid as per Rules. 2- All rate are included 1% Labour cess that shall be deduct at the time of payment
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