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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 CrAccepted-AOC | ₹14.0 Cr Quoted ₹14.2 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹14.3 CrRejected-Finance NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹14.3 Cr | L2 | Rejected-Finance Not Lowest |
| 3 | Rejected-Technical SAKRAUR MARCHAUR GONDA | GONDA | GONDA | UTTAR PRADESH | - | - | Rejected-Technical As per attcahment |
| Sl No | Description | Qty | Unit | JAI SHAKTI CONSTRUCTION L1 | AJAY ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (Excluding GST) | 30,800 | sqm | 2 ₹61,600 | 3.25 ₹1.0 L |
| 2.00 | Earth Work in Excavation in Trenches Excavation for roadway in soil using manual means including loading in tranch for carriying of cut earth to embankment site with all lifts and lead upto 1000 metres (Excluding GST) | 4,512 | cum | 50 ₹2.3 L | 55 ₹2.5 L |
| 3.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Excluding GST) | 50,688 | cum | 150 ₹76.0 L | 120 ₹60.8 L |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits 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.(Excluding GST) | 4,512 | cum | 60 ₹2.7 L | 62 ₹2.8 L |
| 5.00 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Excluding GST) | 9,264 | cum | 160 ₹14.8 L | 140 ₹13.0 L |
| 6.00 | Granular Sub-Base with close Graded Material 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 (Excluding GST) | 4,492 | cum | 4,600 ₹2.1 Cr | 4,800 ₹2.2 Cr |
| 7.00 | 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 (Excluding GST) | 8,218 | cum | 4,975 ₹4.1 Cr | 5,120 ₹4.2 Cr |
| 8.00 | Prime Coat over WMM/WBM 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. (Excluding GST) | 42,580 | Sqm | 35 ₹14.9 L | 39 ₹16.6 L |
| 9.00 | 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.(Excluding GST) | 3,193.5 | cum | 12,500 ₹4.0 Cr | 12,680 ₹4.0 Cr |
| 10.00 | Tack Coat on Bituminous surfaces 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.(Excluding GST) | 42,580 | Sqm | 10 ₹4.3 L | 11 ₹4.7 L |
Tender Value
₹14.3 Cr
EMD Value
₹28.6 L
Closing Date
26 Dec 2025, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Widening and strengthening work of Bhatni Nonapar (Ch. 0.000 to 8.000 KM) (ODR) in district Deoria
2025_CEGKP_1097049_1
4510/76yat-Deo Circle/25 Dated 04.12.2025
Open Tender
Civil Works
365 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹28.6 L
Deoria
18 Mar 2026
15 Dec 2025
26 Dec 2025
15 Dec 2025
26 Dec 2025
15 Dec 2025
23 Dec 2025
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (Excluding GST)
Earth Work in Excavation in Trenches Excavation for roadway in soil using manual means including loading in tranch for carriying of cut earth to embankment site with all lifts and lead upto 1000 metres (Excluding GST)
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Excluding GST)
Construction of Embankment with Material obtained from Borrowpits 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.(Excluding GST)
Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Excluding GST)
Granular Sub-Base with close Graded Material 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 (Excluding GST)
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 (Excluding GST)
Prime Coat over WMM/WBM 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. (Excluding GST)
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.(Excluding GST)
Tack Coat on Bituminous surfaces 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.(Excluding GST)
Bituminous Concrete Grading 2 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 (Excluding GST)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material .(Excluding GST)
P. C.C. with M15 cement , coarse sand and 4 cm gauge Dalla grit including all taxes , royalty and including supply of martial , labour and T&P etc. required for proper completion of work as per direction of E/I (Excluding GST)
R.C.C ( M-20 Grade) (Excluding GST)
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(Excluding GST)
Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574 (Excluding GST)
Furnishing and placing reintforced cement concrement M-25 in super structure as per drawing and Technical Specifications (Excluding GST)
Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification.(Excluding GST)
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification (Excluding GST)
Supply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc.(Excluding GST)
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.Reference to MORT&H Specification 305 Sr No.3.163 (Excluding GST)
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