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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.8 CrAccepted-AOC DISTRICT PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 1 | Accepted-AOC Work in Progress | |
| 2 | 2₹20.1 Cr+₹38.2 L (1.93%)Rejected-Finance 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | 2 | Rejected-Finance Higher Rate | |
| 3 | Not Admitted-Fee/PreQual/Technical MOHAL WARD NO 10 ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Bansal Highway Infratech Pvt Ltd L2 | APS AND COMPANY PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material obtained from BorrowpitsConstruction 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. | 1,31,010 | Cum | 200 ₹2,62,02,000 | 155 ₹2,03,06,550 Lowest |
| 2.00 | G.S.B.Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete. (Two layer) | 17,640 | Cum | 2,200 ₹3,88,08,000 | 2,100 ₹3,70,44,000 Lowest |
| 3.00 | Providing, laying spreading and compacting well graded stone aggregates as wet mix macadam specification including premixing the material at OMC in mechanical WMM mixing plant, carriage of mixed material by tipper to site and laying with paver in base course on well prepared surface, compacting with vibratory roller to achieve the desired density. Including cost of material, T&P, labour and all taxes etc. for proper completion of the work. Complete work as per MORT&H specification No. 406. | 10,290 | Cum | 2,400 ₹2,46,96,000 Lowest | 2,500 ₹2,57,25,000 |
| 4.00 | Providing and applying prime coat with slow setting bitumen emlusion on prepared surface of Granular Base including cleaning of road surface and spraying primer @ 0.70 kg. per sqm. using machenical means as per MORT&H | 68,600 | Sqm | 30 ₹20,58,000 Lowest | 30 ₹20,58,000 Lowest |
| 5.00 | Dense Graded Bituminous Macadam 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 @ 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. 507 complete in all respects. (Grade-II) | 3,430 | Cum | 10,000 ₹3,43,00,000 Lowest | 10,500 ₹3,60,15,000 |
| 6.00 | Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.25 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503 | 68,600 | Sqm | 11 ₹7,54,600 Lowest | 12 ₹8,23,200 |
| 7.00 | Bituminous ConcreteProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour 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 MoRT&H specifications Clause 509 complete in all respects. | 2,058 | Cum | 11,000 ₹2,26,38,000 Lowest | 11,500 ₹2,36,67,000 |
| 8.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead) (patri work) | 18,627.84 | Cum | 215 ₹40,04,985.6 Lowest | 215 ₹40,04,985.6 Lowest |
| 9.00 | Earth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete. | 540 | CUM | 110 ₹59,400 Lowest | 110 ₹59,400 Lowest |
| 10.00 | Supply and laying of local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255 | 92 | CUM | 650 ₹59,800 Lowest | 650 ₹59,800 Lowest |
Tender Value
₹20.6 Cr
EMD Value
₹41.0 L
Closing Date
10 Mar 2025, 12:00 pmClosed
SE, Mzp Circle, PWD, Mzp
SE, Mzp Circle, PWD, Mzp
Construction Work
2025_CEMRZ_1011641_1
845/53M-Mzp Circle/2024-25 Dt. 18-02-2025
Open Tender
Civil Works - Roads
Item Rate
455 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹41.0 L
Yes
SE, Mzp Circle, PWD, Mzp
26 Sept 2025
27 Feb 2025
10 Mar 2025
27 Feb 2025
10 Mar 2025
27 Feb 2025
3 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Embankment with Material obtained from BorrowpitsConstruction 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. | 0.29 | Cum | 1 | ₹0.29 |
| 2 | G.S.B.Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete. (Two layer) | - | Cum | 1 | - |
| 3 | Providing, laying spreading and compacting well graded stone aggregates as wet mix macadam specification including premixing the material at OMC in mechanical WMM mixing plant, carriage of mixed material by tipper to site and laying with paver in base course on well prepared surface, compacting with vibratory roller to achieve the desired density. Including cost of material, T&P, labour and all taxes etc. for proper completion of the work. Complete work as per MORT&H specification No. 406. | - | Cum | 100 | - |
| 4 | Providing and applying prime coat with slow setting bitumen emlusion on prepared surface of Granular Base including cleaning of road surface and spraying primer @ 0.70 kg. per sqm. using machenical means as per MORT&H | - | Sqm | 100 | - |
| 5 | Dense Graded Bituminous Macadam 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 @ 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. 507 complete in all respects. (Grade-II) | - | Cum | 100 | - |
| 6 | Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.25 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503 | - | Sqm | 100 | - |
| 7 | Bituminous ConcreteProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour 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 MoRT&H specifications Clause 509 complete in all respects. | - | Cum | 100 | - |
| 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead) (patri work) | - | Cum | 100 | - |
| 9 | Earth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete. | - | CUM | 100 | - |
| 10 | Supply and laying of local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255 | - | CUM | 100 | - |
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