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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 CrAccepted-AOC VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | L1 | Accepted-AOC Low Rate | |
| 2 | L2₹14.1 Cr+₹6.2 L (0.44%)Rejected-Finance | L2 | Rejected-Finance High Rate |
| Sl No | Description | Qty | Unit | M/S DEEPAK KUMAR AGARWAL L1 | Vijai Construction (India) Private Limited L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Bituminous Surface) | 76.8 | Cum | 500 ₹38,400 Lowest | 500 ₹38,400 Lowest |
| 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. | 15,376 | Cum | 50 ₹7,68,800 Lowest | 56 ₹8,61,056 |
| 3.00 | Construction of granular sub-base by providing well 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 as per technical specification clause 401. (Coarse Graded Material) | 6,628 | Cum | 3,250 ₹2,15,41,000 Lowest | 3,280 ₹2,17,39,840 |
| 4.00 | 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. | 2,745 | Cum | 3,550 ₹97,44,750 Lowest | 3,580 ₹98,27,100 |
| 5.00 | 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 0.70kg/sqm using mechanical means. | 17,250 | sqm | 35 ₹6,03,750 Lowest | 37.5 ₹6,46,875 |
| 6.00 | 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. (Grade-1, VG-30) | 1,356.96 | Cum | 8,800 ₹1,19,41,248 Lowest | 8,900 ₹1,20,76,944 |
| 7.00 | 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. (Grade-1, VG-30, Without Granular Material) | 23.04 | Cum | 5,700 ₹1,31,328 Lowest | 5,740 ₹1,32,249.6 |
| 8.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1,17,883.4 | Sqm | 10 ₹11,78,834 Lowest | 10.5 ₹12,37,775.7 |
| 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 @ 4.5 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. 505 complete in all respects. (Grade-2, VG-40) | 2,841.37 | Cum | 9,600 ₹2,72,77,152 Lowest | 9,700 ₹2,75,61,289 |
| 10.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects. (Grade-2, VG-40) | 2,350.74 | Cum | 11,000 ₹2,58,58,140 Lowest | 11,000 ₹2,58,58,140 Lowest |
Tender Value
Refer Docs
EMD Value
₹28.5 L
Closing Date
15 Dec 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE, Kanpur Circle, PWD, Kanpur
SE, Kanpur Circle, PWD, Kanpur
Widening and Strengthening work of Kidwai Nagar Chauraha to Baradevi via Nandlal Chauraha Road under district Kanpur Nagar (with Five Years Maintenance).
2025_CEKNP_1096708_1
6269C/131C-KV/2024-25 Dt. 14.11.2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Kanpur Nagar
Please refer tender documents
2 documents required · 2 mandatory
₹7,714
₹28.5 L
Yes
SE, Kanpur Circle, PWD, Kanpur
19 Feb 2026
6 Dec 2025
15 Dec 2025
6 Dec 2025
15 Dec 2025
6 Dec 2025
11 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Bituminous Surface) | 76.8 | Cum | - | - |
| 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. | 15,376 | Cum | - | - |
| 3 | Construction of granular sub-base by providing well 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 as per technical specification clause 401. (Coarse Graded Material) | 6,628 | Cum | - | - |
| 4 | 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. | 2,745 | Cum | - | - |
| 5 | 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 0.70kg/sqm using mechanical means. | 17,250 | sqm | - | - |
| 6 | 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. (Grade-1, VG-30) | 1,356.96 | Cum | - | - |
| 7 | 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. (Grade-1, VG-30, Without Granular Material) | 23.04 | Cum | - | - |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1,17,883.4 | Sqm | - | - |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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. 505 complete in all respects. (Grade-2, VG-40) | 2,841.37 | Cum | - | - |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects. (Grade-2, VG-40) | 2,350.74 | Cum | - | - |
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