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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAccepted-AOC | ₹27.1 L | L1 | Accepted-AOC AS PER LOA |
| 2 | L2₹27.7 LRejected-Finance UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | ₹27.7 L | L2 | Rejected-Finance AS PER RATE |
| 3 | L3₹32.7 LRejected-Finance UTTAR PRADESH UP | ₹32.7 L | L3 | Rejected-Finance AS PER RATE |
| 4 | L4₹34.9 LRejected-Finance | ₹34.9 L | L4 | Rejected-Finance AS PER RATE |
| 5 | L5₹37.0 LRejected-Finance MIRZAPUR UTTAR PRADESH UP | ₹37.0 L | L5 | Rejected-Finance AS PER RATE |
Tender Value
₹43.6 L
EMD Value
₹4.2 L
Closing Date
29 Jan 2026, 3:00 pmClosed
SE, PRAYAGRAJ CIRCLE, PWD, PRAYAGRAJ
SE, PRAYAGRAJ CIRCLE, PWD, PRAYAGRAJ
Repair work of Bakshi Modha Karailabagh Sampark marg culvert in District Prayagraj
2026_CEALD_1108216_1
217/10Com(P)-PRJ.CIRCLE/2025 DATED 14.01.2026
Open Tender
Civil Works - Roads
60 days
PRAYAGRAJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.2 L
13 Mar 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
Granular Sub-Base with Graded Material (Table:- 400-1) 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 and Laying Interlocking Concret Block Pavement having thickness 80 mm as per drawing and Technical Specifiaction Clause 1500
Wet Mix Macadam (Plant Mix Method) 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.
Prime Coat over WMM/WBM Providing and applying primer coat with SS1 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.
Dense Graded Bituminous Macadam Grading 2 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.
Tack coat Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Bituminous Concrete Providing and laying bituminous concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects
Excavation for Structures 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
R.C.C. grade M 25 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & Concrete pump
HYSD Substructure Supplying, fitting and placing HYSD bar reunforcement in substructure complete as per drawing and Technical Specificatins.
Filter media Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
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
Construction of KC Drain As per Spe.
Construction of Chute Drain As per Spe.
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