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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-Finance | ₹12.9 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹17.2 LRejected-Finance | ₹17.2 L | L2 | Rejected-Finance Rejected Being Higher Rates |
| 3 | L3₹21.6 LRejected-Finance H NO 983 OLD SITE NEAR HARDAI CROSSING VIJAY KHERA MOHK NAGAR LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹21.6 L | L3 | Rejected-Finance Rejected Being Higher Rates |
| 4 | L4₹22.2 LRejected-Finance HOUSE NO 4 1104 SECTOR 4 VIKASH NAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹22.2 L | L4 | Rejected-Finance Rejected Being Higher Rates |
Tender Value
₹32 L
EMD Value
₹3.2 L
Closing Date
25 Feb 2026, 12:00 pmClosed
Executive Engineer PD PWD Lucknow
Office of the Executive Engineer PD PWD Lucknow
Surface improvement work of Tulsidas Marg in Lucknow district along with drain construction and improvement work under the jurisdiction of Assistant Engineer IV
2026_CEUCZ_1118329_3
1060/E-Tender/2025-26 Dt. 11.02.2026
Open Tender
Civil Works - Roads
90 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.2 L
Office of the Executive Engineer PD PWD Lucknow
23 Mar 2026
20 Feb 2026
25 Feb 2026
20 Feb 2026
25 Feb 2026
20 Feb 2026
20 Feb 2026
Removal of unserviceble Soil including excavation loading and disposal but exlucding Replacement by Suitable Sooil Which shall be paid Separately as per Cluse 305
Sand Filling in Fundation Tranches as per Drawing & Technical Specification
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Providing 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.
Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 505 complete in all respects.
Providing and laying bituminous concrete with higher capacity 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 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
Construction of Drain Earth Work in excavation of foundation of structures as per drawing & technical
Plain Cement Concrete in 1 : 3 : 6 normal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed - For Drain
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications
15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
R.C.C. M-25 for Wall, Raft and Slab
Supplying fitting and placing HYSD bar reinforcement in S/S complete as per drawing and Technical Specifications clauses.
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