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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.7 LAccepted-AOC 56 LAKSHMANPUR COLONY ALLAHABAD ROAD SULTANPUR | SULTANPUR | SULTANPUR | UTTAR PRADESH | ₹68.7 L Quoted ₹68.8 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹68.8 LRejected-Finance | ₹68.8 L | L2 | Rejected-Finance Rejected being Higher Rate |
Tender Value
₹67 L
EMD Value
₹5.3 L
Closing Date
10 Feb 2026, 12:00 pmClosed
Aditya Kumar
SE Sultanpur Amethi Circle PWD Sultanpur
Construction work of a 2x4x4 meter RCC box culvert in place of the previously constructed narrow small bridge at km 14 of the Madhopur-Padri-Raghupur to Shuklan village road in Amethi district
2026_CEUFZ_1111050_1
298/1com-Sul.A.Cir./2025-26 Dt 24.01.2026
Open Tender
Civil Works - Bridges
150 days
Amethi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.3 L
Yes
SE Sultanpur Amethi Circle PWD Sultanpur
30 May 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
9 Feb 2026
Dimolishing Brick Work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. For Dismantling of Old Culvert
Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled material as directed by the Engineer-in-Charge within a distance of 60 metres (200 ft.) For Dismantling of Old Culvert
Laying reinforced cement concrete pipe 1000 dia NP3 for culvert on first class bedding in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. For Construction of Diversion
Construction of embankment with approved material obtained form borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 For Construction of Diversion
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. For Construction of Box Cell Culvert
Sand Filling in Foundation Trenches as per Drawing & Technical Specification. For Construction of Box Cell Culvert
Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert
Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert
Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert
Reinforced Cement Concrete Grade M35 for wearing coat etc. complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. For Construction of Box Cell Culvert
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AV pipe, extending through the full width of 1V:20H towards drawing face. Complete as per drawing and technical specification. For Construction of Box Cell Culvert
Drainage Spouts complete as per drawing and Technical specification. For Construction of Box Cell Culvert
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical Specification.
Construction of embankment with approved material obtained form borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 For Construction of Approach Road
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. For Construction of Approach Road
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 SS2 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 emulsion using emulsion 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 batch type 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 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. 505 complete in all respects.
Providing 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
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