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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC ATULSARITA BUILDERS DEVELOPERS |
| 2 | L2₹4.8 LRejected-Finance | ₹4.8 L | L2 | Rejected-Finance 2 |
| 3 | L3₹4.8 LRejected-Finance | ₹4.8 L | L3 | Rejected-Finance 3 |
| 4 | L4₹4.8 LRejected-Finance GOEL ENCLAVE FAIZABAD ROAD LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹4.8 L | L4 | Rejected-Finance 4 |
| 5 | L5₹5.0 LRejected-Finance | ₹5.0 L | L5 | Rejected-Finance 5 |
Tender Value
₹6.3 L
EMD Value
₹63,000
Closing Date
27 Mar 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer, Construction Division-2, PWD, Budaun.
Renewal with P.C. on Dadmai Km 3 to Bhesamai Road in km 1(650) in financial Year of 2026-27.
2026_CEBLY_1120932_2
193(77)/Nivida(E.T)/2026 Date 31.01.2026
Open Tender
Civil Works - Roads
60 days
CD-2 PWD Budaun
Please refer Tender documents.
3 documents required · 3 mandatory
₹856
₹63,000
Yes
22 May 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing, 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 as per Technical Specification Clause 405. | |||||
| 2Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.30 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 3Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. | |||||
| 4Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. | |||||
| 5Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.1 | |||||
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T1_77.pdf
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