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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-Finance | ₹2.2 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹2.3 CrRejected-Finance | ₹2.3 Cr | L2 | Rejected-Finance Reject |
| 3 | L3₹2.3 CrRejected-Finance SEC 1 A 73 14 01 SULABH AVASH GOMTI NAGAR VISTRA LUCKNOW UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | ₹2.3 Cr | L3 | Rejected-Finance Reject |
| 4 | L4₹2.6 CrRejected-Finance | ₹2.6 Cr | L4 | Rejected-Finance Reject |
| 5 | L5₹2.7 CrRejected-Finance SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | ₹2.7 Cr | L5 | Rejected-Finance Reject |
Tender Value
Refer Docs
EMD Value
₹15.3 L
Closing Date
6 Apr 2026, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Renewal of Neri Sidhauli Mahmoodabad Road (SH-139)
2026_CEUCZ_1130725_1
1437/352C/E.TENDER/STP-LMP/26 Dt. 17.03.2026
Open Tender
Civil Works - Roads
150 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹15.3 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
18 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
2 Apr 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 and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 | |||||
| 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 as per clause 503 [MORT&H] | |||||
| 3Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grade-II | |||||
| 4Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [MORT&H] | |||||
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BOQ_2109497.xls
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