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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAccepted-AOC GRAM NAGLA UDI PAHADPUR PO GAZIPUR FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | ₹28.1 L | L1 | Accepted-AOC Bond Accepted |
| 2 | L2₹28.3 LRejected-Finance 1ST FLOOR 5 DURGA MARKET VINAY NAGAR CHORAHA SHAHGANJ ROAD AGRA 3 3 SULAHKUL NAGAR BODLA AGRA | AGRA | AGRA | UTTAR PRADESH | ₹28.3 L | L2 | Rejected-Finance Above rates |
| 3 | L3₹30.9 LRejected-Finance | ₹30.9 L | L3 | Rejected-Finance Above rates |
| 4 | L4₹34.0 LRejected-Finance PAHARI KALAN KHERAGARH AGRA | ₹34.0 L | L4 | Rejected-Finance Above rates |
Tender Value
₹35.5 L
EMD Value
₹3.5 L
Closing Date
19 Mar 2026, 12:00 pmClosed
SE Mainpuri Circle PWD,Mainpuri
SE Office Mainpuri Circle PWD,Mainpuri
Renewal work at Jatai Puliya to Kurra via Nagla Singhi Kesho link road.
2026_CEAGR_1124802_4
601/7M-MC/2025-26 dt. 06.02.2026
Open Tender
Civil Works
60 days
FIROZABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹3.5 L
Yes
SE Office Mainpuri Circle PWD,Mainpuri
15 Apr 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
19 Mar 2026
13 Mar 2026
17 Mar 2026
WBM Grading 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) 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, 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 either 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
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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