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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₹16.2 CrAccepted-AOC 439 D DEFENCE COLONY JAJMAU KANPUR 208010 | KANPUR NAGAR | UTTAR PRADESH | 208010 | L1 | Accepted-AOC Low Rate | |
| 2 | L2₹16.3 Cr+₹2.3 L (0.14%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | L2 | Rejected-Finance High Rate | |
| 3 | L3₹16.8 Cr+₹59.8 L (3.68%)Rejected-Finance | L3 | Rejected-Finance High Rate |
| Sl No | Description | Qty | Unit | M/s Anand Construction L1 | JAI SHAKTI CONSTRUCTION L3 | AMBE INFRAPROJECTS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator 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. | 11,316 | Cum | 50 ₹5,65,800 Lowest | 55 ₹6,22,380 | 52 ₹5,88,432 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 | 34,077 | Cum | 112 ₹38,16,624 | 130 ₹44,30,010 | 110 ₹37,48,470 Lowest |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Compaction Only) | 10,685 | Cum | 60 ₹6,41,100 | 60 ₹6,41,100 | 50 ₹5,34,250 Lowest |
| 4.00 | 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. 300-2 | 22,820 | Cum | 120 ₹27,38,400 Lowest | 130 ₹29,66,600 | 125 ₹28,52,500 |
| 5.00 | Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRTH specification clause No. 401 | 7,822.2 | Cum | 3,365 ₹2,63,21,703 Lowest | 3,500 ₹2,73,77,700 | 3,370 ₹2,63,60,814 |
| 6.00 | 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 as per clause Specification no. 406. | 10,965.6 | Cum | 3,660 ₹4,01,34,096 Lowest | 3,800 ₹4,16,69,280 | 3,675 ₹4,02,98,580 |
| 7.00 | 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 kg/sqm using mechanical means. | 49,200 | Sqm | 39 ₹19,18,800 | 42 ₹20,66,400 | 38 ₹18,69,600 Lowest |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH 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.((Rate including bitumen VG-30) | 3,435 | Cum | 9,750 ₹3,34,91,250 Lowest | 10,000 ₹3,43,50,000 | 9,800 ₹3,36,63,000 |
| 9.00 | 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.as per MoRTH specification clause No. 503 (Rate including bitumen VG-10) | 49,613 | Sqm | 11 ₹5,45,743 Lowest | 12 ₹5,95,356 | 11 ₹5,45,743 Lowest |
| 10.00 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant 120 TPH 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 (Rate including bitumen VG-30). | 1,480 | Cum | 10,050 ₹1,48,74,000 | 10,400 ₹1,53,92,000 | 10,000 ₹1,48,00,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹30 L
Closing Date
23 Feb 2026, 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 GT Road to Kanhaikheda Rahnas Pipausi Kharauti Road (ODR) under district Kanpur Nagar (With 05 Years Maintenance).
2026_CEKNP_1114370_1
648C/131C-KV/2025-26 Dt. 31.01.2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Kanpur Nagar
Please refer tender documents
2 documents required · 2 mandatory
₹7,714
₹30 L
Yes
SE Kanpur Circle PWD Kanpur
28 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator 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. | 11,316 | Cum | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 | 34,077 | Cum | - | - |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Compaction Only) | 10,685 | Cum | - | - |
| 4 | 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 | 22,820 | Cum | - | - |
| 5 | Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRTH specification clause No. 401 | 7,822.2 | Cum | - | - |
| 6 | 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 as per clause Specification no. 406. | 10,965.6 | Cum | - | - |
| 7 | 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 kg/sqm using mechanical means. | 49,200 | Sqm | - | - |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH 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.((Rate including bitumen VG-30) | 3,435 | Cum | - | - |
| 9 | 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.as per MoRTH specification clause No. 503 (Rate including bitumen VG-10) | 49,613 | Sqm | - | - |
| 10 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant 120 TPH 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 (Rate including bitumen VG-30). | 1,480 | Cum | - | - |
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