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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 CrAccepted-AOC | ₹9.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹10.1 Cr+₹10.8 L (1.09%)Rejected-Finance G T ROAD MADHAULI CHURAMANPUR BHULLANPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | ₹10.1 Cr+₹10.8 L (1.09%) | L2 | Rejected-Finance L2 |
| 3 | L3₹10.6 Cr+₹64.6 L (6.49%)Rejected-Finance | ₹10.6 Cr+₹64.6 L (6.49%) | L3 | Rejected-Finance L3 |
| 4 | L4₹12.1 Cr+₹2.2 Cr (21.8%)Rejected-Finance 0 BHUJAULI SISWA BAZAR MAHARAJGANJ MAHARAJGANJ UTTAR PRADESH 273163 | MAHARAJGANJ | UTTAR PRADESH | 273163 | ₹12.1 Cr+₹2.2 Cr (21.8%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | M/S MAHENDRA KUMAR SINGH L1 | ASHTBHUJA CONSTRUCTION L2 | M/S SWASTIK CONSTRUCTION L4 | M/S R.S. CONSTRUCTION AND SUPPLIERS L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 6,900 | Cum | 40 ₹2,76,000 Lowest | 99.6 ₹6,87,240 | 120 ₹8,28,000 | 60 ₹4,14,000 |
| 2.00 | 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. 303.1 | 42,000 | Cum | 40 ₹16,80,000 Lowest | 149.4 ₹62,74,800 | 180 ₹75,60,000 | 100 ₹42,00,000 |
| 3.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 12,375 | Cum | 3 ₹37,125 Lowest | 3.11 ₹38,523.38 | 3.75 ₹46,406.25 | 3.75 ₹46,406.25 |
| 4.00 | Construction of granular sub base by providing well graded material spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollar to achieve the desired density,complete as per Technical Specification clause 401. | 6,908 | Cum | 1,800 ₹1,24,34,400 | 1,660 ₹1,14,67,280 Lowest | 2,000 ₹1,38,16,000 | 1,700 ₹1,17,43,600 |
| 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. | 12,773 | Cum | 2,000 ₹2,55,46,000 | 1,992 ₹2,54,43,816 Lowest | 2,400 ₹3,06,55,200 | 2,000 ₹2,55,46,000 |
| 6.00 | Providing and applying primer coat with bitumen emulsion SS-2 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification 5.1 (502). | 68,200 | SQM | 20 ₹13,64,000 Lowest | 29.05 ₹19,81,210 | 35 ₹23,87,000 | 35 ₹23,87,000 |
| 7.00 | 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 @ 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. | 4,092 | Cum | 9,000 ₹3,68,28,000 | 8,134 ₹3,32,84,328 Lowest | 9,800 ₹4,01,01,600 | 9,000 ₹3,68,28,000 |
| 8.00 | Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH Specification 5.2 (503). | 68,200 | SQM | 10 ₹6,82,000 | 9.13 ₹6,22,666 Lowest | 11 ₹7,50,200 | 11 ₹7,50,200 |
| 9.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes 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 MORTH specification clause No. 509 complete in all respects | 2,046 | Cum | 10,000 ₹2,04,60,000 | 9,130 ₹1,86,79,980 Lowest | 11,000 ₹2,25,06,000 | 10,500 ₹2,14,83,000 |
| 10.00 | 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. 303.1 | 5,133 | Cum | 20 ₹1,02,660 Lowest | 91.3 ₹4,68,642.9 | 110 ₹5,64,630 | 160 ₹8,21,280 |
Tender Value
₹13.1 Cr
EMD Value
₹26.2 L
Closing Date
15 Dec 2025, 12:00 pmClosed
SE mzp circle pwd mirzapur
SE mzp circle pwd mirzapur
In District bhadohi Widening and strengthening of G.T road Navdhan nahar ki patari to Chakva Hanuman mandir (Singhpur nahar to kharagapur Allahabad border ODR)
2025_CEMRZ_1094191_1
5270/53M-MZP CIR/2025-26 Date-19.11.2025
Open Tender
Civil Works
Item Rate
365 days
bhadohi
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
Yes
₹26.2 L
Yes
SE mzp circle pwd mirzapur
17 Mar 2026
2 Dec 2025
15 Dec 2025
2 Dec 2025
15 Dec 2025
2 Dec 2025
12 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 6,900 | Cum | 1 | ₹6,900 |
| - | 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. 303.1 | 42,000 | Cum | 1 | ₹42,000 |
| - | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 12,375 | Cum | 1 | ₹12,375 |
| 4 | Construction of granular sub base by providing well graded material spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollar to achieve the desired density,complete as per Technical Specification clause 401. | 6,908 | Cum | 100 | ₹6,90,800 |
| - | 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. | 12,773 | Cum | 100 | ₹12,77,300 |
| - | Providing and applying primer coat with bitumen emulsion SS-2 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MoRTH Specification 5.1 (502). | 68,200 | SQM | 100 | ₹68,20,000 |
| - | 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. | 4,092 | Cum | 100 | ₹4,09,200 |
| - | Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH Specification 5.2 (503). | 68,200 | SQM | 100 | ₹68,20,000 |
| - | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes 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 MORTH specification clause No. 509 complete in all respects | 2,046 | Cum | 100 | ₹2,04,600 |
| - | 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. 303.1 | 5,133 | Cum | 100 | ₹5,13,300 |
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