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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.2 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 3 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | M/S R.S. CONSTRUCTION AND SUPPLIERS |
|---|---|---|---|---|
| 1.00 | 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.(3000M Carted) | 1,00,699.87 | cum. | 2,15,49,772.18 ₹2,15,49,772.18 Lowest |
| 2.00 | Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per | 50,908.14 | cum. | 27,99,947.7 ₹27,99,947.7 Lowest |
| 3.00 | Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401. | 45,372.61 | cum. | 10,99,83,206.64 ₹10,99,83,206.64 Lowest |
| 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 13,819.01 | cum. | 3,83,75,390.77 ₹3,83,75,390.77 Lowest |
| 5.00 | Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge.(3000m carted earth) | 1,08,558.08 | cum. | 2,32,31,429.12 ₹2,32,31,429.12 Lowest |
| 6.00 | Providing and applying Prime Coat with Emulsion SS-1 grade bitumen using emlusion pressure dristributor @ 0.75 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as perClause 503 | 92,735.04 | sqm. | 25,03,846.08 ₹25,03,846.08 Lowest |
| 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. | 3,68,235.04 | sqm. | 36,82,350.4 ₹36,82,350.4 Lowest |
| 8.00 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per Job Mix 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. 507 complete in all respects. | 7,450.75 | cum. | 6,09,84,388.75 ₹6,09,84,388.75 Lowest |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. | 13,775 | cum. | 12,22,11,800 ₹12,22,11,800 Lowest |
| 10.00 | 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. | 2,98,545.04 | Sqm | 29,85,450.4 ₹29,85,450.4 Lowest |
Tender Value
₹66 Cr
EMD Value
₹66 L
Closing Date
18 Dec 2025, 12:00 pmClosed
SE BANDA CIRCLE PWD BANDA
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
WORK OF WIDENING AND STRENGTHENING OF FBANK ROAD STATE HIGHWAY NO-71- FROM CHAINAGE 88-400 TO 115-950 WITH 2 LANES WITH PAVED SHOULDER IN BANDA DISTRICT INCLUDING 05 YEARS MAINTENANCE
2025_CEBAN_1098531_1
4821/35 C-BANDA CIRCLE/2025-26 DT. 19-11-2025
Open Tender
Civil Works - Roads
Item Rate
455 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,260
Yes
₹66 L
Yes
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
25 Jan 2026
12 Dec 2025
18 Dec 2025
12 Dec 2025
18 Dec 2025
12 Dec 2025
16 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.(3000M Carted) | 1,00,699.87 | cum. | - | - |
| - | Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per | 50,908.14 | cum. | - | - |
| - | Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401. | 45,372.61 | cum. | - | - |
| - | 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. | 13,819.01 | cum. | - | - |
| - | Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge.(3000m carted earth) | 1,08,558.08 | cum. | - | - |
| - | Providing and applying Prime Coat with Emulsion SS-1 grade bitumen using emlusion pressure dristributor @ 0.75 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as perClause 503 | 92,735.04 | sqm. | - | - |
| - | 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. | 3,68,235.04 | sqm. | - | - |
| - | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per Job Mix 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. 507 complete in all respects. | 7,450.75 | cum. | - | - |
| - | 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. | 13,775 | cum. | - | - |
| - | 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. | 2,98,545.04 | Sqm | - | - |
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