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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC | ₹16.8 L Quoted ₹16.9 L | L1 | Accepted-AOC Financial bid is accepted at the rate of price Rs. 1677887.44 |
| 2 | L2₹16.9 LRejected-Finance SHAHJAHANPUR | ₹16.9 L | L2 | Rejected-Finance L2 |
Tender Value
₹16.9 L
EMD Value
₹1.7 L
Closing Date
25 Feb 2026, 12:00 pmClosed
E.E. C.D.-1, PWD Shahjahanpur
E.E. C.D.-1, PWD Shahjahanpur
Renewal with General maintenance NH-24 to Turkikhera Kuwanbojh Link Road In Distt. Shahjahanpur
2026_CEBLY_1116419_1
310/E-Tender /4A Dt 02-02-2026
Open Tender
Civil Works - Roads
60 days
Shahjahanpur
As per tender documents
3 documents required · 3 mandatory
₹944
₹1.7 L
Yes
26 May 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
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 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405)
Providing and applying tack coat with Bitumen (VG-10) using Bitumen 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 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 Type 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.
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
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