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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified |
| 2 | Accepted-Technical B 304 RAJAJIPURAM AMBA PALACE AWAS VIKAS COLONY LUCKNOW UTTAR PRADESH 226001 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | Accepted-Technical Qualified |
| 3 | Accepted-Technical GALI NO 1 KRISHNA NAGAR MAINPURI | Accepted-Technical Qualified |
Tender Value
₹2.9 Cr
EMD Value
₹8.7 L
Closing Date
1 Jul 2026, 12:00 pmClosed
Chief Engineer
LDA Vipin Khand Gomti Nagar Lucknow
I.T. City Yojna ke Antergat Sector-18 ke attached road House No. 18/2 to 18/18ta, 18/36 to 18/54 tak, 18/71 to 18/61 tak se hote huye 18/111 to 18/120 tak, 18/121 to 18/130 tak and 18/131 to 18/154 tak Premix tak road nirman ka kary
2026_LDAUP_1163652_1
48/E-Nivida/CE/2026-27/10
Open Tender
Civil Works
Percentage
365 days
LDA Gomti Nagar Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
Secretary LDA
₹8.7 L
23 Jul 2026
25 Jun 2026
2 Jul 2026
25 Jun 2026
1 Jul 2026
25 Jun 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 |
|---|---|---|---|---|---|
| 1 | Construction of Subgrade with Material Obtained from Borrow Pits (For Carted Earth Work) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 20Km as per Technical Specification Clause 301.5 | - | cum | 348.08 | - |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 (Sanction Rate) | - | Cum | 4,185 | - |
| 3 | Providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carrige of mixed material by tipper to site, laying in uniform layiers with paver in sub-base / base course one well prepared surface and compacting with vibratory roller to achieve the desired density. (Sanction Rate) | - | cum | 4,210 | - |
| 4 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity grade bitumen to required line, grade and level to seve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 thnnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. | - | sqm | 230 | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2181601.xls
BOQ • 0.25 MB
TD.pdf
Tender Documents • 4.07 MB
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