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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAccepted-AOC B 52 NIRALA NAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | L1 | Accepted-AOC Accepted-Finance | |
| 2 | L2₹14.4 Cr+₹3.6 Cr (33.2%)Rejected-Finance NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹14.7 Cr+₹3.9 Cr (36.1%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical As per Attachment | |
| 5 | Rejected-Technical | - | Rejected-Technical As per Attachment |
| Sl No | Description | Qty | Unit | JAI SHAKTI CONSTRUCTION L3 | DESCON INFRASTRUCTURES PRIVATE LIMITED L1 | AJAY ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved materials deposited from roadway cutting-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.As per Sr. No. 3.17 & Reference to MORT&H Specification No. 305.(Excluding GST) | 4,108.5 | Cum | 60 ₹2,46,510 | 55 ₹2,25,967.5 | 20 ₹82,170 Lowest |
| 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 as per morth specification Clause 301-2.As per Sr. No. 3.06 & Reference to MORT&H Specification No. 305.(Excluding GST) | 4,108.5 | Cum | 61 ₹2,50,618.5 | 55 ₹2,25,967.5 | 20 ₹82,170 Lowest |
| 3.00 | Construction of Embankment with Material obtained from Borrowpits(without cartage):- 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.As per Sr. No. 3.16 & Reference to MORT&H Specification no. 305 (Excluding GST) | 45,000 | Cum | 182 ₹81,90,000 | 120 ₹54,00,000 Lowest | 152 ₹68,40,000 |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits(with 1 km cartage):- 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. 300-2As per Sr. No. 3.16 & Reference to MORT&H Specification no.305 (Excluding GST) | 8,715 | Cum | 178 ₹15,51,270 | 120 ₹10,45,800 Lowest | 150 ₹13,07,250 |
| 5.00 | Granular Sub-base with Graded Material:- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401(Excluding GST) | 4,108.5 | Cum | 4,878 ₹2,00,41,263 | 3,350 ₹1,37,63,475 Lowest | 4,850 ₹1,99,26,225 |
| 6.00 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per Sr. No. 4.14 & Reference to MORT&H Specification no. 406 (Excluding GST) | 5,000 | Cum | 5,218 ₹2,60,90,000 | 3,900 ₹1,95,00,000 Lowest | 5,200 ₹2,60,00,000 |
| 7.00 | 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.As per Sr. No. 5.01 & Reference to MORT&H Specification no. 502 (Excluding GST) | 45,650 | sqm | 39.45 ₹18,00,892.5 | 22 ₹10,04,300 Lowest | 39.4 ₹17,98,610 |
| 8.00 | Dense Graded Bituminous Macadam Grading II:- 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.As per Sr. No. 5.04 & Reference to MORT&H Specification no. 505 (Excluding GST) | 2,282.5 | Cum | 13,105 ₹2,99,12,162.5 | 10,300 ₹2,35,09,750 Lowest | 13,100 ₹2,99,00,750 |
| 9.00 | Tack Coat on Bituminous surface:-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.As per Sr. No. 5.02 & Reference to MORT&H Specification No. 503.(Excluding GST) | 45,652 | sqm | 11.8 ₹5,38,693.6 | 8 ₹3,65,216 Lowest | 11.6 ₹5,29,563.2 |
| 10.00 | Bituminous Concrete Grading II:- 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 respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST) | 1,495.5 | Cum | 14,370 ₹2,14,90,335 | 11,300 ₹1,68,99,150 Lowest | 14,300 ₹2,13,85,650 |
Tender Value
₹15.6 Cr
EMD Value
₹30 L
Closing Date
10 Jun 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer Deoria Circle PWD Deoria
Superintending Engineer Deoria Circle PWD Deoria
Widening And Strengthening Work of Baitalpur Barpar Baltikra in Dist Deoria
2025_CEGKP_1044584_1
2193/76yat-Deo Circle/25 Dated 21.05.2025
Open Tender
Civil Works
Item Rate
365 days
Kushinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹30 L
Deoria
29 Nov 2025
31 May 2025
10 Jun 2025
31 May 2025
10 Jun 2025
31 May 2025
6 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved materials deposited from roadway cutting-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.As per Sr. No. 3.17 & Reference to MORT&H Specification No. 305.(Excluding GST) | 4,108.5 | Cum | - | - |
| 2 | 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 as per morth specification Clause 301-2.As per Sr. No. 3.06 & Reference to MORT&H Specification No. 305.(Excluding GST) | 4,108.5 | Cum | - | - |
| 3 | Construction of Embankment with Material obtained from Borrowpits(without cartage):- 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.As per Sr. No. 3.16 & Reference to MORT&H Specification no. 305 (Excluding GST) | 45,000 | Cum | - | - |
| 4 | Construction of Embankment with Material obtained from Borrowpits(with 1 km cartage):- 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. 300-2As per Sr. No. 3.16 & Reference to MORT&H Specification no.305 (Excluding GST) | 8,715 | Cum | - | - |
| 5 | Granular Sub-base with Graded Material:- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401(Excluding GST) | 4,108.5 | Cum | - | - |
| 6 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per Sr. No. 4.14 & Reference to MORT&H Specification no. 406 (Excluding GST) | 5,000 | Cum | - | - |
| 7 | 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.As per Sr. No. 5.01 & Reference to MORT&H Specification no. 502 (Excluding GST) | 45,650 | sqm | - | - |
| 8 | Dense Graded Bituminous Macadam Grading II:- 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.As per Sr. No. 5.04 & Reference to MORT&H Specification no. 505 (Excluding GST) | 2,282.5 | Cum | - | - |
| 9 | Tack Coat on Bituminous surface:-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.As per Sr. No. 5.02 & Reference to MORT&H Specification No. 503.(Excluding GST) | 45,652 | sqm | - | - |
| 10 | Bituminous Concrete Grading II:- 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 respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST) | 1,495.5 | Cum | - | - |
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