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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance 7TH FLOOR 701 A TOWER 1 PANCHSHEEL WELLINGTON CROSSING REPUBLIC ROAD GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹4.8 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹4.9 LRejected-Finance SAKOORPUR ROAD NILMATHA LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹4.9 L | L2 | Rejected-Finance Rejected Being Higher rates |
| 3 | L3₹5.4 LRejected-Finance F 1013 RAJAJIPURAM LUCKNOW | ₹5.4 L | L3 | Rejected-Finance Rejected Being Higher rates |
| 4 | L4₹5.6 LRejected-Finance | ₹5.6 L | L4 | Rejected-Finance Rejected Being Higher rates |
| 5 | L5₹5.7 LRejected-Finance | ₹5.7 L | L5 | Rejected-Finance Rejected Being Higher rates |
Tender Value
₹9.2 L
EMD Value
₹92,000
Closing Date
24 Mar 2026, 12:00 pmClosed
Executive Engineer PD PWD Lucknow
Office of the Executive Engineer PD PWD Lucknow
Renewal work on Khargapur to Baghamau Road
2026_CEUCZ_1127347_3
1711/E-Tender/2025-26 Dt 13.03.2026
Open Tender
Civil Works - Roads
90 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹92,000
Office of the Executive Engineer PD PWD Lucknow
2 Apr 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
19 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 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | |||||
| 2Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | |||||
| 3Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using (VG-10) bitumen 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 C as per Technical specification clauses 508. | |||||
| 4Providing, laying seal coat by means with VG-10 Bitumen sealing the void in a bituminous surface laid to the specified levels grade cross fall usingType C as per Technical specification clauses 510. | |||||
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