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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC VILLAGE ITORA POST KAKNA AGRA | AGRA | AGRA | UTTAR PRADESH | ₹9.0 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹9.3 LRejected-Finance | ₹9.3 L | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹9.7 LRejected-Finance | ₹9.7 L | L3 | Rejected-Finance 3rd lowest |
| 4 | L4₹9.8 LRejected-Finance | ₹9.8 L | L4 | Rejected-Finance 4th lowest |
| 5 | L5₹9.8 LRejected-Finance 193 EWS TAJ NAGRI PHASE 1 TAJGANJ AGRA | AGRA | UTTAR PRADESH | 282001 | ₹9.8 L | L5 | Rejected-Finance 5th lowest |
Tender Value
₹11.8 L
EMD Value
₹1.2 L
Closing Date
18 Feb 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer pd pwd agra
Renewal work of ABK Road to Mevali Khurd Devhans Road
2026_CEAGR_1115000_40
288/9A-PD/2025-26 Dated 02/02/2026
Open Tender
Civil Works
60 days
Agra
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹1.2 L
Yes
27 Apr 2026
12 Feb 2026
18 Feb 2026
12 Feb 2026
18 Feb 2026
12 Feb 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.4-53) 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. (A)
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.25kg per sqm on the prepared bituminous surface 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 and using (VG-10) bitumen 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 C as per Technical specification clauses 508.
Providing, laying seal coat by means with VG-10 Bitumen sealing the void in a bituminous surface laid to the specified levels grade cross fall usingType C as per Technical specification clauses 510.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
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