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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC VILLEGE POST BASANTPUR PARGANA HISAMPUR THANA HUZOORPUR KAISERGANJ BAHRAICH TAHSIL | ₹21.0 L | L1 | Accepted-AOC FINANCIAL BID ACCEPTED OF PRICE RS. 2100433.00 |
| 2 | L2₹21.1 LRejected-Finance 344 BRAHAMPURI NORTH CIVIL LINE MUZAFFARNAGAR MUZAFFARNAGAR UTTAR PRADESH 251001 UDYAM UP 58 0029821 09CMUPS8698J2ZG R M | MUZAFFARNAGAR | UTTAR PRADESH | 251001 | ₹21.1 L | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
Tender Value
₹21.1 L
EMD Value
₹2.1 L
Closing Date
28 Feb 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER, PD, PWD, BAHRAIC
RENEWAL WORK OF APPROACH WORK AND ADDITIONAL APPROACH WORK EKGHARAGHAT LINK ROAD IN DISTRICT BAHRAICH FINANCIAL YEAR 2025-26 VIDHAN SABHA-NANPARA
2026_CEDPW_1119240_8
538 /1A-11 DATED 12-02-2026
Open Tender
Civil Works - Roads
60 days
BAHRAICH
Please refer Tender documents.
2 documents required · 2 mandatory
₹945
₹2.1 L
Yes
OFFICE OF THE EXECUTIVE ENGINEER, PD, PWD, BAHRAIC
2 Jun 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
24 Feb 2026
W B M Grading-3 Providing, laying, spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee 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 as per Technical Specification Clauses 405.
Tack Coat-Providing and applying Tack coat with bitumen VG-10 using rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleand with Hydraulic broom as per Technical Specification Clause 503
Open Graded Premix Carpet 20mm thick-Providing, laying and rolling of open - graded premix carpet of 20mm 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 as per Technical Specification Clause 508.
Seal Coat- 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 Sub grade and Earthen Shoulder :- Construction of subgrade & 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 clause 303.1.(Patri)
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