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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 CrAccepted-AOC | ₹18.2 Cr | L1 | Accepted-AOC AOC |
| 2 | Not Admitted-Fee/PreQual/Technical NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | J.P.ENTERPRISES L1 |
|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 35,190 | Sqm | 2 ₹70,380 Lowest |
| 2.00 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 15,212.07 | Cum | 30 ₹4,56,362.1 Lowest |
| 3.00 | Construction of Embankment with Material 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 13,135 | Cum | 30 ₹3,94,050 Lowest |
| 4.00 | Construction of Embankment with Material obtained from Right of way:-Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 40,145 | Cum | 30 ₹12,04,350 Lowest |
| 5.00 | 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 (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 13,228.75 | Cum | 2,400 ₹3,17,49,000 Lowest |
| 6.00 | 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 10,626 | Cum | 2,500 ₹2,65,65,000 Lowest |
| 7.00 | 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. (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 96,600 | Sqm | 18 ₹17,38,800 Lowest |
| 8.00 | Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 5,796 | Cum | 9,100 ₹5,27,43,600 Lowest |
| 9.00 | 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. (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 96,600 | Sqm | 12 ₹11,59,200 Lowest |
| 10.00 | Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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 (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 2,898 | Cum | 10,300 ₹2,98,49,400 Lowest |
Tender Value
₹22.7 Cr
EMD Value
₹34.6 L
Closing Date
30 Jan 2026, 12:00 pmClosed
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
Widening and Strengthening Guraini Manikala Songar Martinganj (ODR) Ch. 0.000 to 14.800 (Including 5 Year Maintance)
2026_CEUVZ_1106834_1
5911/SE Tender/jnp-gzp circle/25 Date-19-12-2025
Open Tender
Civil Works
Percentage
450 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,590
₹34.6 L
Yes
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
27 Mar 2026
16 Jan 2026
30 Jan 2026
16 Jan 2026
30 Jan 2026
16 Jan 2026
16 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 35,190 | Sqm | - | - |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 15,212.07 | Cum | - | - |
| 3 | Construction of Embankment with Material 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 13,135 | Cum | - | - |
| 4 | Construction of Embankment with Material obtained from Right of way:-Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 40,145 | Cum | - | - |
| 5 | 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 (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 13,228.75 | Cum | - | - |
| 6 | 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) | 10,626 | Cum | - | - |
| 7 | 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. (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 96,600 | Sqm | - | - |
| 8 | Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 5,796 | Cum | - | - |
| 9 | 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. (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 96,600 | Sqm | - | - |
| 10 | Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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 (Including cost of all material and Labour, all taxes and labour Cess, Bitumen emulsion but Excluding Cost of GST) | 2,898 | Cum | - | - |
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