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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.3 LAccepted-AOC | ₹76.3 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹76.4 LRejected-Finance 227809 | AMETHI | UTTAR PRADESH | 227809 | ₹76.4 L | L2 | Rejected-Finance Rejected Being Higher Rate |
Tender Value
₹80 L
EMD Value
₹6 L
Closing Date
24 Feb 2026, 12:00 pmClosed
Aditya Kumar
SE Sultanpur Amethi Circle PWD Sultanpur
Construction of a new 3x3 meter culvert in place of the narrow bridge on the Amethi Rajwaha canal at kilometer 7 of the Gauriganj-Musafirkhana road to Basupur other district road in Amethi district
2026_CEUFZ_1114854_2
433/1com-Sul.A.Cir./2025-26 Dt 31.01.2026
Open Tender
Civil Works - Bridges
180 days
Amethi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6 L
Yes
SE Sultanpur Amethi Circle PWD Sultanpur
6 May 2026
11 Feb 2026
24 Feb 2026
11 Feb 2026
24 Feb 2026
11 Feb 2026
13 Feb 2026
Dismantalling of RCC or RB work including stacking of dismentaled materials as directed by Engineer -Incharge For Dismantling of Old Culvert
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
Laying Rienforced Cement Concrete 900 mm diaPipe 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 from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. For Construction of Diversion
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 Diversion
Brick on edge pavement with bricks laid dry joints filled with local sand including preperation base of proper slope and its ramming spreading blinding layer of 1 cm depth of local sand over sub-base including T&P etc rwquired for proper completion of work. 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
Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications.
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. For Protection Work
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.For Construction of Approach Road
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. For Construction of Approach Road
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.For Construction of Approach Road
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.For Construction of Approach Road
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 For Construction of Approach Road
Supplying and installation of delineators (road way indicators, hazard markers, object marker) 80-10cm, high above ground level, painted black and white in 15cm, wide strips, fitted with 80x100 mm rectangular or 75 dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. and E-in-c Circular N0.62 issude wide letter no. 879/MT/60MT/2019 dt. 16.01.2019
Caution Board & other safty work.
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