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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr Quoted ₹2.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.1 CrRejected-Finance 357 339 OM NAGAR ALAMBRAGE LUCKNOW | ₹2.1 Cr | L2 | Rejected-Finance Rejected Being Higher Rates |
| 3 | L3₹2.5 CrRejected-Finance | ₹2.5 Cr | L3 | Rejected-Finance Rejected Being Higher Rates |
| 4 | L4₹3.0 CrRejected-Finance GRAM MAJHARA MAHADEVA TARKHANJ DISTRICT GONDA UTTAR PRADESH | TARKHANJ | GONDA | UTTAR PRADESH | ₹3.0 Cr | L4 | Rejected-Finance Rejected Being Higher Rates |
| 5 | Not Admitted-Fee/PreQual/Technical 2009 SECTOR 16 A VASUNDHARA GHAZIABAD | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.0 Cr
EMD Value
₹16.9 L
Closing Date
24 Jan 2026, 12:00 pmClosed
SE Lucknow Circle PWD Lucknow
Office of the SE Lucknow Circle PWD Lucknow
Construction work on the ramp road near the Lucknow-Bijnor road underpass on Amar Shaheed Path - Civil Work
2026_CEUCZ_1107050_1
223/523 C (PDL) - Lko.Cir./2025-26 Dated 09.01.2026
Open Tender
Civil Works - Roads
180 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹16.9 L
Office of the SE Lucknow Circle PWD Lucknow
24 Feb 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
24 Jan 2026
19 Jan 2026
19 Jan 2026
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. As per DSR 15.3
Demolishing Brick work Manually/ by mechanical means Including Stacking of Serviceable material and disposal of unseviceable material within 50 metres lead as per direction of Engineer -in-charge.Cement Mortar
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means Bituminous Courses MORD-202 (2.14) CH-25 LKO SOR 2020-21
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means Granular Courses MORD-202 (2.14) CH-25 LKO SOR 2020-21
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note item to be applicable in urban areas having directions for restricted hours for movement/ plying of load-carrying motor vehicle of 3.5 cum or more. DAR 1.1.18 SOR CH-25 LKO SOR 2020-21
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. as per SOR Ch. 7 Item 2.8.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & manual placing
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
Sand Filling in Foundation Trenches 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. (Labour Only)
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. (Labour Only)
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. (Excluding Bitumen)
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 (Excluding Bitumen)
Construction of Chute Drain
Construction of KC Drain
Providing and placing RCC Grade M 20 (Super structure) new jurcy type separator/ divider of 0.83 m height with 12 mm dia vertical rings @ 10cm C/C and 8 nos binders of 10mm dia. with 110 mm dia PVC pipe including furnishing and placing reintforced cement concrement in super structure as per drawing and Technical Specifications.
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As per DAR 13.80
Finishing wall with premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @1.43 litre/10sqm over and including priming coat of exterior primer applied @2.20kg/10sqm) (apex Ultima, weather coat all guard) asian, berger. As Per DAR 13.47.1
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
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