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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAccepted-AOC | ₹18.5 L | L1 | Accepted-AOC bond prepared |
| 2 | L2₹22.5 LRejected-Finance PURAINA PURE HIMANCHAL HOUSE NO 123 MALAON PARASPUR GONDA | GONDA | UTTAR PRADESH | 271001 | ₹22.5 L | L2 | Rejected-Finance Rejected due to higher quoted rate |
| 3 | L3₹22.5 LRejected-Finance GRAM GAURAVA USMANPUR PO TRILOKPUR HAIDERGARH BARABANKI | ₹22.5 L | L3 | Rejected-Finance Rejected due to higher quoted rate |
Tender Value
₹22.4 L
EMD Value
₹2.3 L
Closing Date
27 Feb 2026, 12:00 pmClosed
Executive Engineer, Provincial Division, P.W.D., B
Executive Engineer, Provincial Division, P.W.D., B
Renewal of Ahmadpur to Devkali link road in km-1, 2(500), 3(600)
2026_CEUFZ_1118855_1
497/10A/2025-26 Date 12-02-2026
Open Tender
Civil Works
60 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2.3 L
Yes
22 May 2026
21 Feb 2026
27 Feb 2026
21 Feb 2026
27 Feb 2026
21 Feb 2026
Providing, laying, spreading and compacting stone aggregates of specific sizes(22.4-53mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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 405
Providing and applying tack coat with Bitumen VG-10 using Prassur distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORD specification Clause 503 and as per direction of Engineer-in-charge to completion of work.
Providing, laying and rolling of open-graded premix carpet of 20 mm thick compacted composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing by Mixol, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades as per MORD Specification Clause 508 and as per direction of Engineer-in-charge to completion of work
Providing and laying seal coat Type-C to sealing the voids in a bituminous surface with 6.7 mm aggregates of approved quarry using bitumen (VG-10) to required laid to the specified levels, grade and cross fall as per MORD Specification Clause 510 and as per direction of Engineer-in-charge to completion of work.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1
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