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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.6 CrAccepted-AOC | ₹88.6 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹94.7 Cr+₹6.1 Cr (6.89%)Rejected-Finance | ₹94.7 Cr+₹6.1 Cr (6.89%) | L2 | Rejected-Finance HIGH RATE |
| 3 | L3₹99.7 Cr+₹11.1 Cr (12.5%)Rejected-Finance | ₹99.7 Cr+₹11.1 Cr (12.5%) | L3 | Rejected-Finance HIGH RATE |
| 4 | L4₹104.0 Cr+₹15.4 Cr (17.4%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹104.0 Cr+₹15.4 Cr (17.4%) | L4 | Rejected-Finance HIGH RATE |
| 5 | L5₹105.0 Cr+₹16.4 Cr (18.5%)Rejected-Finance GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | ₹105.0 Cr+₹16.4 Cr (18.5%) | L5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | M/s VIJENDRA PRATAP SINGH L5 | JAI SHAKTI CONSTRUCTION L7 | M/S ANMOL ASSOCIATES L6 | M/S R P INFRAVENTURE PRIVATE LIMITED L2 | C S Infraconstruction Limited L3 | AMBE INFRAPROJECTS PRIVATE LIMITED L4 | M/s Nirbhay Constructions L1 | Vijai Construction (India) Private Limited L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 3,20,000 | sqm | 4.6 ₹14,72,000 | 4.6 ₹14,72,000 | 5 ₹16,00,000 | 2.99 ₹9,56,800 Lowest | 4 ₹12,80,000 | 4.5 ₹14,40,000 | 4 ₹12,80,000 | 4.5 ₹14,40,000 |
| 2.00 | 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. | 9,40,500 | cum | 216 ₹20,31,48,000 | 218 ₹20,50,29,000 | 216 ₹20,31,48,000 | 227.22 ₹21,37,00,410 | 204 ₹19,18,62,000 | 212 ₹19,93,86,000 | 170 ₹15,98,85,000 Lowest | 218 ₹20,50,29,000 |
| 3.00 | 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 | 46,900 | cum | 3,860 ₹18,10,34,000 | 3,960 ₹18,57,24,000 | 3,786 ₹17,75,63,400 | 2,880.83 ₹13,51,10,927 Lowest | 3,577 ₹16,77,61,300 | 3,840 ₹18,00,96,000 | 3,200 ₹15,00,80,000 | 4,005 ₹18,78,34,500 |
| 4.00 | 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. | 36,000 | cum | 4,260 ₹15,33,60,000 | 4,360 ₹15,69,60,000 | 4,111 ₹14,79,96,000 | 3,220.16 ₹11,59,25,760 Lowest | 3,883 ₹13,97,88,000 | 4,160 ₹14,97,60,000 | 3,600 ₹12,96,00,000 | 4,410 ₹15,87,60,000 |
| 5.00 | 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. | 1,73,500 | sqm | 35 ₹60,72,500 | 35 ₹60,72,500 | 38 ₹65,93,000 | 45.88 ₹79,60,180 | 36 ₹62,46,000 | 35 ₹60,72,500 | 20 ₹34,70,000 Lowest | 37 ₹64,19,500 |
| 6.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. | 17,550 | cum | 11,460 ₹20,11,23,000 | 11,560 ₹20,28,78,000 | 11,230 ₹19,70,86,500 | 11,000.11 ₹19,30,51,930.5 | 10,609 ₹18,61,87,950 | 11,450 ₹20,09,47,500 | 10,000 ₹17,55,00,000 Lowest | 11,605 ₹20,36,67,750 |
| 7.00 | 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. | 1,73,500 | sqm | 10 ₹17,35,000 Lowest | 10 ₹17,35,000 Lowest | 12 ₹20,82,000 | 19.62 ₹34,04,070 | 11 ₹19,08,500 | 10 ₹17,35,000 Lowest | 10 ₹17,35,000 Lowest | 10.5 ₹18,21,750 |
| 8.00 | Providing and laying bituminous concrete 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 | 5,260 | cum | 12,750 ₹6,70,65,000 | 12,750 ₹6,70,65,000 | 13,158 ₹6,92,11,080 | 11,583.21 ₹6,09,27,684.6 | 12,430 ₹6,53,81,800 | 12,600 ₹6,62,76,000 | 11,500 ₹6,04,90,000 Lowest | 12,810 ₹6,73,80,600 |
| 9.00 | 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 | 54,500 | cum | 220 ₹1,19,90,000 | 220 ₹1,19,90,000 | 222 ₹1,20,99,000 | 231.24 ₹1,26,02,580 | 210 ₹1,14,45,000 | 215 ₹1,17,17,500 | 160 ₹87,20,000 Lowest | 218 ₹1,18,81,000 |
| 10.00 | Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 4,100 | sqm | 500 ₹20,50,000 | 500 ₹20,50,000 | 577 ₹23,65,700 | 457.46 ₹18,75,586 Lowest | 545 ₹22,34,500 | 500 ₹20,50,000 | 550 ₹22,55,000 | 510 ₹20,91,000 |
Tender Value
₹107.2 Cr
EMD Value
₹1.1 Cr
Closing Date
23 Mar 2026, 12:00 pmClosed
Superintending Engineer
SE BALLIA CIRCLE PWD BALLIA
Construction work of Ballia bypass road from NH (Vaina) to Ballia Bansdih road (SH-107) in Ballia district. (including 05 year maintenance cost)
2026_CEUAZ_1125534_1
790/NIVIDA(CD)-BALLIA CIRCLE/2025 Date- 12.02.2026
Open Tender
Civil Works
Item Rate
540 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹1.1 Cr
SE BALLIA CIRCLE PWD BALLIA
20 Jun 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 3,20,000 | sqm | - | - |
| 2 | 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. | 9,40,500 | cum | 1 | ₹9,40,500 |
| 3 | 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 | 46,900 | cum | 2 | ₹93,800 |
| 4 | 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. | 36,000 | cum | 3 | ₹1,08,000 |
| 5 | 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. | 1,73,500 | sqm | 4 | ₹6,94,000 |
| 6 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. | 17,550 | cum | 5 | ₹87,750 |
| 7 | 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. | 1,73,500 | sqm | 6 | ₹10,41,000 |
| 8 | Providing and laying bituminous concrete 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 | 5,260 | cum | 7 | ₹36,820 |
| 9 | 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 | 54,500 | cum | 8 | ₹4,36,000 |
| 10 | Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 4,100 | sqm | 9 | ₹36,900 |
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