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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 CrAccepted-AOC | ₹21.7 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | 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 |
| 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. | 69,300 | cum. | 84,54,600 ₹84,54,600 Lowest |
| 2.00 | 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. (2.000Km Carted) | 1,888.42 | cum. | 3,77,684 ₹3,77,684 Lowest |
| 3.00 | 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 | 11,081.62 | cum. | 6,20,570.72 ₹6,20,570.72 Lowest |
| 4.00 | 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. | 13,807.37 | cum. | 3,26,95,852.16 ₹3,26,95,852.16 Lowest |
| 5.00 | 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. | 4,390.19 | cum. | 1,13,26,690.2 ₹1,13,26,690.2 Lowest |
| 6.00 | 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. | 20,740.16 | cum. | 25,30,299.52 ₹25,30,299.52 Lowest |
| 7.00 | 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 (carted 2000m). | 3,055.47 | cum. | 6,11,094 ₹6,11,094 Lowest |
| 8.00 | Providing and applying primer coat with S.S.-1 Grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. | 61,600 | sqm. | 23,40,800 ₹23,40,800 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 @ 4.0 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. | 5,852 | cum. | 4,68,16,000 ₹4,68,16,000 Lowest |
| 10.00 | Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as per Clause 503 | 1,23,200 | Sqm | 14,78,400 ₹14,78,400 Lowest |
Tender Value
₹21.8 Cr
EMD Value
₹32.6 L
Closing Date
7 Mar 2026, 12:00 pmClosed
SE BANDA CIRCLE PWD BANDA
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
WIDENING AND STRENGTHENING WORK OF THE DEVARAR ANTHUWA ROAD (OTHER DISTRICT ROAD) IN BANDA DISTRICT. (INCLUDING 5 YEARS OF MAINTENANCE)
2026_CEBAN_1105698_1
49/35 C - Banda Circle/2025-26 Dt. 06-01-2026
Open Tender
Civil Works
Item Rate
455 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,260
Yes
₹32.6 L
Yes
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
16 May 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
5 Mar 2026
| 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. | 69,300 | cum. | - | - |
| - | 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. (2.000Km Carted) | 1,888.42 | 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 | 11,081.62 | 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. | 13,807.37 | 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. | 4,390.19 | 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. | 20,740.16 | 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 (carted 2000m). | 3,055.47 | cum. | - | - |
| - | Providing and applying primer coat with S.S.-1 Grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. | 61,600 | sqm. | - | - |
| - | 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. | 5,852 | cum. | - | - |
| - | Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as per Clause 503 | 1,23,200 | Sqm | - | - |
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