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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAccepted-AOC DISTRICT PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹6.5 Cr Quoted ₹7.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.0 Cr+₹58.7 L (7.92%)Rejected-Finance | ₹8.0 Cr+₹58.7 L (7.92%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical D 128 SECTOR 10 NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | - | - | Rejected-Technical Non-responsive |
| Sl No | Description | Qty | Unit | M/S MAHENDRA KUMAR SINGH L2 | APS AND COMPANY PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Scrapping of old painted surface | 30,000 | Sqm | 2.44 ₹73,125 Lowest | 10 ₹3,00,000 |
| 2.00 | 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 | 8,760 | Cum | 78 ₹6,83,280 | 55 ₹4,81,800 Lowest |
| 3.00 | 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 | 23,200 | Cum | 156 ₹36,19,200 | 75 ₹17,40,000 Lowest |
| 4.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 6,716 | Cum | 1,800 ₹1,20,88,800 | 1,650 ₹1,10,81,400 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. | 2,600 | Cum | 2,160 ₹56,16,000 | 2,000 ₹52,00,000 Lowest |
| 6.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 56,000 | Sqm | 40.5 ₹22,68,000 | 30 ₹16,80,000 Lowest |
| 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 @ 4.0 to 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. | 3,640 | Cum | 9,270 ₹3,37,42,800 | 8,000 ₹2,91,20,000 Lowest |
| 8.00 | Providing and applying tack coat-1 with bitumen (VG-10) using bitumen emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechanical broom. | 56,000 | Cum | 11.7 ₹6,55,200 | 11 ₹6,16,000 Lowest |
| 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 | 1,680 | cum | 10,350 ₹1,73,88,000 | 9,500 ₹1,59,60,000 Lowest |
| 10.00 | construction of U type RCC Drain in both sides of the road etc. up to out fall Earth work In excation in foundation (SI. No. 251) | 1,020 | CUM | 49.5 ₹50,490 Lowest | 2,000 ₹20,40,000 |
Tender Value
₹9.7 Cr
EMD Value
₹19.5 L
Closing Date
26 Mar 2025, 12:00 pmClosed
SE mzp circle pwd mirzapur
SE mzp circle pwd mirzapur
Widening and Strengthening of Gyanpur Lalanagar Gopapur se OBT company marg with 5 years maintenence
2025_CEMRZ_1017489_1
1333/53M0-mzp circle/2024-25 Date-11.03.2025
Open Tender
Civil Works
Item Rate
365 days
Bhadohi
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
Yes
₹19.5 L
Yes
SE mzp circle pwd mirzapur
11 Aug 2025
19 Mar 2025
26 Mar 2025
19 Mar 2025
26 Mar 2025
19 Mar 2025
20 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scrapping of old painted surface | 30,000 | Sqm | 1 | ₹30,000 |
| 2 | 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 | 8,760 | Cum | 1 | ₹8,760 |
| - | 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 | 23,200 | Cum | 100 | ₹23,20,000 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 6,716 | Cum | 100 | ₹6,71,600 |
| 5 | 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. | 2,600 | Cum | 100 | ₹2,60,000 |
| 6 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 56,000 | Sqm | 100 | ₹56,00,000 |
| 7 | 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 @ 4.0 to 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. | 3,640 | Cum | 100 | ₹3,64,000 |
| 8 | Providing and applying tack coat-1 with bitumen (VG-10) using bitumen emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechanical broom. | 56,000 | Cum | 100 | ₹56,00,000 |
| 9 | 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 | 1,680 | cum | 100 | ₹1,68,000 |
| 10 | construction of U type RCC Drain in both sides of the road etc. up to out fall Earth work In excation in foundation (SI. No. 251) | 1,020 | CUM | 100 | ₹1,02,000 |
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