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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 CrAccepted-AOC R O AT VILL BHADIWA POST AMBA DISTT VARANASI UP 221104 | VARANASI | VARANASI | UTTAR PRADESH | 221104 | ₹3.2 Cr | 1 | Accepted-AOC Work in Progress |
| 2 | 2₹4.3 Cr+₹1.1 Cr (36.1%)Rejected-Finance MIRZAPUR UTTAR PRADESH | ₹4.3 Cr+₹1.1 Cr (36.1%) | 2 | Rejected-Finance Higher Rate |
| 3 | 3₹4.8 Cr+₹1.6 Cr (49.3%)Rejected-Finance DISTRICT PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹4.8 Cr+₹1.6 Cr (49.3%) | 3 | Rejected-Finance Higher Rate |
| 4 | 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 |
Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
10 Mar 2025, 12:00 pmClosed
SE, Mzp Circle, PWD, Mzp
SE, Mzp Circle, PWD, Mzp
Construction Work
2025_CEMRZ_1011641_3
845/53M-Mzp Circle/2024-25 Dt. 18-02-2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹10.0 L
Yes
SE, Mzp Circle, PWD, Mzp
27 Jun 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 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, 5 km Cartage Rate | - | Cum | 1 | - |
| 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. | - | 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 primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means | - | 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 @ 0.20 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503 | - | Sqm | 100 | - |
| 7 | Bituminous Concrete
Providing 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 | Excavation in foundation in hard rock including all labour T&P Royalty 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 | - |
tech_eval.pdf
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fin_eval.pdf
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