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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹27.1 LAccepted-AOC | ₹27.1 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹27.8 LRejected-Finance | ₹27.8 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹28.0 LRejected-Finance | ₹28.0 L | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹28.1 LRejected-Finance | ₹28.1 L | L-4 | Rejected-Finance L-4 |
Tender Value
₹33.5 L
EMD Value
₹3.4 L
Closing Date
16 Feb 2026, 12:00 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER PROVINCIAL DIVISI
OFFICE OF THE EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD MAHOBA
Renewal work with general repairs on the Gyodi to Kauhari link road, kilometers 1, 2, 3, and 4(400)
2026_CEBAN_1114052_7
148/A-12 Date 31-01-2026
Open Tender
Civil Works
60 days
Mahoba
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
Yes
₹3.4 L
Yes
OFFICE OF THE EXECUTIVE ENGINEER PROVINCIAL DIVISI
23 Mar 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
13 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 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) By Manual Means
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) 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 either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means
Seal Coat Providing and laying seal coat by Manual Means with VG-10 Grade Bitument 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 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.
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