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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC MOHALLA KHUDAGANJ PILIBHIT | ₹8.2 L Quoted ₹7.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.2 LRejected-Finance VILLAGE AMARIYA PILIBHIT | ₹8.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.5 LRejected-Finance NONE | ₹8.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹9.4 LRejected-Finance | ₹9.4 L | L4 | Rejected-Finance L4 |
Tender Value
₹14.3 L
EMD Value
₹1.4 L
Closing Date
16 Feb 2026, 12:00 pmClosed
ee cd1 pwd pbt
ee cd1 pwd pbt
Renewal work of Barkhera dauatpur road to pareva anoop road
2026_CEBLY_1112966_10
195/31A Date 28-01-2026
Open Tender
Civil Works - Roads
30 days
pilibhit
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹1.4 L
Yes
15 Apr 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
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 with lead upto 1000 m as per Technical Specification Clause 303.1.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 4.7-405(3)
Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor 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 5.2-503(iii)
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 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 as per Technical Specification Clause 5.9-508
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 5.12-510.
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