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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 CrAccepted-AOC 439 D DEFENCE COLONY JAJMAU KANPUR 208010 | KANPUR NAGAR | UTTAR PRADESH | 208010 | L1 | Accepted-AOC Low Rate | |
| 2 | L2₹15.6 Cr+₹1.5 L (0.09%)Rejected-Finance | L2 | Rejected-Finance High Rate | |
| 3 | L3₹15.9 Cr+₹31.3 L (2.01%)Rejected-Finance 00 KHRAUTI RAMPUR BASTI BASTI UTTAR PRADESH 272124 | BASTI | UTTAR PRADESH | 272124 | L3 | Rejected-Finance High Rate |
| Sl No | Description | Qty | Unit | JAI SHAKTI CONSTRUCTION L2 | M/s Anand Construction L1 | ABHISHEK ENTERPRISES 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. | 9,246.39 | Cum | 55 ₹5,08,551.18 | 50 ₹4,62,319.25 Lowest | 58 ₹5,36,290.33 |
| 2.00 | Construction of Embankment with approved material obtained from distance borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 26,611.13 | Cum | 120 ₹31,93,335.6 | 110 ₹29,27,224.3 Lowest | 122 ₹32,46,557.86 |
| 3.00 | Construction of Embankment with approved material obtained roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Compaction Only) | 8,186.48 | Cum | 65 ₹5,32,120.88 | 60 ₹4,91,188.5 Lowest | 70 ₹5,73,053.25 |
| 4.00 | Construction of Sub-Grade and Earthen Shoulders with approved material obtained from distance borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Without Cartage) | 22,924.52 | Cum | 125 ₹28,65,565 | 110 ₹25,21,697.2 Lowest | 125 ₹28,65,565 |
| 5.00 | Construction of Sub-Grade and Earthen Shoulders with approved material obtained from 5.00 km distance borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (With 5.00 km Cartage) | 728.5 | Cum | 240 ₹1,74,840 | 170 ₹1,23,845 Lowest | 250 ₹1,82,125 |
| 6.00 | 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 | 9,847.7 | Cum | 3,390 ₹3,33,83,703 | 3,350 ₹3,29,89,795 Lowest | 3,400 ₹3,34,82,180 |
| 7.00 | 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 achieved the desired density. | 7,168.34 | Cum | 3,695 ₹2,64,87,016.3 | 3,650 ₹2,61,64,441 Lowest | 3,700 ₹2,65,22,858 |
| 8.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical broom.(Emulsion SS-1) | 45,630 | Sqm | 38 ₹17,33,940 Lowest | 40 ₹18,25,200 | 40 ₹18,25,200 |
| 9.00 | Providing and laying dense graded bituminous macadam with 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.(with Bitumen VG-30) | 2,737.8 | Cum | 9,675 ₹2,64,88,215 Lowest | 10,300 ₹2,81,99,340 | 9,800 ₹2,68,30,440 |
| 10.00 | Providing and applying tack coat with bitumen VG-10 using bitumin pressure distributor at the rate of 0.20 kg. per sqm on the prepared bituminous surface. | 68,005 | Sqm | 13 ₹8,84,065 | 12 ₹8,16,060 | 11 ₹7,48,055 Lowest |
Tender Value
Refer Docs
EMD Value
₹31.4 L
Closing Date
2 Jan 2026, 12:00 pmClosed
SE Kanpur Circle PWD Kanpur
SE Kanpur Circle PWD Kanpur
Widening and Strengthening work of Ganga bridge (Unnao Border) to Domanpur G.T. Road, Karbigawaan Railway Station Hridaykheda via Koshaghaat Fatehgar border road (ODR) in District Kanpur Nagar (with Five Years Maintenance).
2025_CEKNP_1101543_1
6612C/131C-KV/2025-26 Dt. 04.12.2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Kanpur Nagar
Please refer tender documents
2 documents required · 2 mandatory
₹7,714
₹31.4 L
Yes
SE Kanpur Circle PWD Kanpur
20 Jan 2026
26 Dec 2025
2 Jan 2026
26 Dec 2025
2 Jan 2026
26 Dec 2025
29 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. | - | Cum | - | - |
| 2 | Construction of Embankment with approved material obtained from distance borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | - | Cum | - | - |
| 3 | Construction of Embankment with approved material obtained roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Compaction Only) | - | Cum | - | - |
| 4 | Construction of Sub-Grade and Earthen Shoulders with approved material obtained from distance borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Without Cartage) | - | Cum | - | - |
| 5 | Construction of Sub-Grade and Earthen Shoulders with approved material obtained from 5.00 km distance borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (With 5.00 km Cartage) | - | Cum | - | - |
| 6 | 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 | - | Cum | - | - |
| 7 | 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 achieved the desired density. | - | Cum | - | - |
| 8 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical broom.(Emulsion SS-1) | - | Sqm | - | - |
| 9 | Providing and laying dense graded bituminous macadam with 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.(with Bitumen VG-30) | - | Cum | - | - |
| 10 | Providing and applying tack coat with bitumen VG-10 using bitumin pressure distributor at the rate of 0.20 kg. per sqm on the prepared bituminous surface. | - | Sqm | - | - |
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