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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance Lowest Amount Quoted |
| 2 | L2₹3.0 LRejected-Finance 257 132 KRISHNA NAGAR KYDGANJ PRAYAGRAJ | ₹3.0 L | L2 | Rejected-Finance Highest Amount Quoted |
Tender Value
₹3.0 L
EMD Value
₹31,000
Closing Date
25 Mar 2026, 12:00 pmClosed
Executive Engineer,
Executive Engineer, Provincial Division, PWD, Budaun
Renewal work of Nira Nagla link road under the Dataganj Vidhansabha in District Badaun.
2026_CEBLY_1127562_1
715/Nivida/2025-26 dt 12/03/2026
Open Tender
Civil Works - Roads
60 days
Budaun
Please refer Tender Documents
3 documents required · 3 mandatory
₹767
₹31,000
Yes
Budaun
31 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 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 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 Type as per Technical Specification Clause 508) | |||||
| 4Providing 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. | |||||
| 5Construction 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 1000m as per technical specification clause 303.1 | |||||
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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T1.pdf
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BOQ_2103098.xls
BOQ • 0.64 MB
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