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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-AOC | ₹26.9 L Quoted ₹26.5 L | L1 | Accepted-AOC Financial bid accepted by the committee |
| 2 | L2₹27.3 LRejected-Finance VILLAGE AND POST KORARI HARAUSHAH DISTRICT AMETHI UTTAR PRADESH | KORARI HARAUSHAH | AMETHI | UTTAR PRADESH | ₹27.3 L | L2 | Rejected-Finance Rejected being higher rate |
| 3 | L3₹27.9 LRejected-Finance | ₹27.9 L | L3 | Rejected-Finance Rejected being higher rate |
| 4 | L4₹28.0 LRejected-Finance BANDA | UTTAR PRADESH | 210001 | ₹28.0 L | L4 | Rejected-Finance Rejected being higher rate |
Updated dates
Tender Value
₹35.5 L
EMD Value
₹3.5 L
Closing Date
24 Mar 2026, 12:00 pmClosed
S.E., Hamirpur Circle PWD Hamirpur
S.E., Hamirpur Circle PWD Hamirpur
Renewal work of Kabrai Riwai road to Kamalkhera Salua road (VR) in Km-1 to 4(857)
2026_CEBAN_1114366_6
212/30C-Hamirpur Circle/2025 Date 31.01.2026
Open Tender
Civil Works - Roads
90 days
CD-1 PWD Mahoba
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹3.5 L
S.E., Hamirpur Circle PWD Hamirpur
20 May 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
17 Mar 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 (I)Bitumen (S-90)
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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