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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-Finance | ₹3.7 Cr | L1 | Accepted-Finance LOW RATE |
| 2 | L2₹3.7 CrRejected-Finance 230 NIZAMUDDINPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | ₹3.7 Cr | L2 | Rejected-Finance HIGH RATE |
| 3 | L3₹3.7 CrRejected-Finance SULTANPUR RASRA BALLIA | BALLIA | UTTAR PRADESH | 221701 | ₹3.7 Cr | L3 | Rejected-Finance HIGH RATE |
| 4 | L4₹3.7 CrRejected-Finance | ₹3.7 Cr | L4 | Rejected-Finance HIGH RATE |
| 5 | L5₹4.6 CrRejected-Finance VILL ROSHANPUR JAHANIGANJ AZAMGARH | AZAMGARH | AZAMGARH | UTTAR PRADESH | ₹4.6 Cr | L5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | M/s. PRAKASH CONSTRUCTION L2 | BHIKHA SHAHAB CONSTRUCTION LLP L5 | VIJAY CONSTRUCTION AND SUPPLIERS L3 | V S Y INTERNATIONAL PRIVATE LIMITED L1 | M/S RAJ COMPANY AND SUPPLIERS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 1,14,800 | sqm. | 8 ₹9.2 L | 10 ₹11.5 L | 12 ₹13.8 L | 9 ₹10.3 L | 10 ₹11.5 L |
| 2.00 | Providing and laying dense graded bituminous macadam Grading-II with 120 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects. | 72 | cum | 1,000 ₹72,000 | 10,500 ₹7.6 L | 11,000 ₹7.9 L | 8,500 ₹6.1 L | 12,000 ₹8.6 L |
| 3.00 | 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. | 3,400 | cum | 10,050 ₹3.4 Cr | 12,000 ₹4.1 Cr | 9,380 ₹3.2 Cr | 9,700 ₹3.3 Cr | 9,500 ₹3.2 Cr |
| 4.00 | Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35-2015 The finished surface to be level, uniform and free from streak and holes | 4,500 | sqm. | 300 ₹13.5 L | 500 ₹22.5 L | 580 ₹26.1 L | 400 ₹18 L | 475 ₹21.4 L |
| 5.00 | Providing and laying of hot appiled thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, Thickness of 5 mm is exclusive of surface applied glass beads as per IRC: 35-2015. The finished surface to be level, uniform and free from streak and holes( Bar Marking) | 252 | sqm. | 800 ₹2.0 L | 900 ₹2.3 L | 950 ₹2.4 L | 550 ₹1.4 L | 840 ₹2.1 L |
| 6.00 | Construction of subgrade and earthen shoulders with approved material obtained from barrow pits with alift up to 1.50 m . transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead up to 1000 m. as per TS clause 301.5 . (In Patri, Dividor work). | 4,950 | cum | 50 ₹2.5 L | 70 ₹3.5 L | 70 ₹3.5 L | 70 ₹3.5 L | 125 ₹6.2 L |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer
SE BALLIA CIRCLE PWD BALLIA
Work of Renewal through General Repair on the Lucknow Ballia Road
2026_CEUAZ_1128060_1
1392/NIVIDA(PD MAU)-BALLIA CIRCLE/2025 Date- 14.03.2026
Open Tender
Civil Works
365 days
MAU
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹10.8 L
SE BALLIA CIRCLE PWD BALLIA
20 May 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing 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. | |||||
| 2Providing and laying dense graded bituminous macadam Grading-II with 120 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects. | |||||
| 3Providing 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. | |||||
| 4Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35-2015 The finished surface to be level, uniform and free from streak and holes | |||||
| 5Providing and laying of hot appiled thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, Thickness of 5 mm is exclusive of surface applied glass beads as per IRC: 35-2015. The finished surface to be level, uniform and free from streak and holes( Bar Marking) | |||||
| 6Construction of subgrade and earthen shoulders with approved material obtained from barrow pits with alift up to 1.50 m . transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 300.2 with lead up to 1000 m. as per TS clause 301.5 . (In Patri, Dividor work). | |||||
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