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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 CrAccepted-AOC 46 NEELAM MARKET ETAH | ₹22.6 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical S 6 IIND FLOOR FRIENDS TRADE CENTRE NEHRU NAGAR AGRA | AGRA | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHIV KANT INFRATECH PVT. LTD. L1 |
|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator CK 90 and tippers with Disposal upto 1000 metres.
Excavation for roadwork in soil with hydraulic excavator of 0.9cum 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. As per MoRT&H specification No. 301 Sr. No. 3.6 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 24,400 | CUM | 30 ₹7,32,000 Lowest |
| 2.00 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.16(Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 26,000 | CUM | 30 ₹7,80,000 Lowest |
| 3.00 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained form borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.18 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 10,900 | CUM | 50 ₹5,45,000 Lowest |
| 4.00 | Construction of Embankment with Material Deposited from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 16,394 | CUM | 50 ₹8,19,700 Lowest |
| 5.00 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
Construction of granular sub-base by providing coarse graded material of 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 Clause 401.including of all taxes. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 9,445 | CUM | 3,100 ₹2,92,79,500 Lowest |
| 6.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical 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 compacitng with vibratory roller to achieve the desired density. As per SI No. 406 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 9,670 | CUM | 3,300 ₹3,19,11,000 Lowest |
| 7.00 | Providing and applying Prime 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. As per MoRT&H specification No. 502 Sr. No. 5.1 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 45,950 | Sqm | 28 ₹12,86,600 Lowest |
| 8.00 | Providing and aplying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. As per MoRT&H specification No. 503 Sr. No. 5.02 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 69,390 | Sqm | 12 ₹8,32,680 Lowest |
| 9.00 | Providing and laying Dense Graded bituminous macadam with Higher Capacity batch HMP Using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent weight of total mix and filler, transpoting the hot mix to work site, laying with a hydristatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compatction as per MoRT&H Specifications clause 505 complete in all respects. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 6,590 | CUM | 9,280 ₹6,11,55,200 Lowest |
| 10.00 | Bituminous Concrete
Providing and laying bituminous concrete with 100-120TPH batch type HMP producing an average oitpir ot 75 tonne per hour ising crished aggregated of specified grading premixed with bituminous binder @ 5.4% by weight of total mix and filler. Transporting the hot mix to work site and laying with hydrostatic paver finisher with sensor control to the required grade level and alignment and rolling with smooth wheeled Vibratory & tendem roller to achieve the desired compaction Complete all as per MoRT&H specification No. 509 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | 2,080 | CUM | 11,000 ₹2,28,80,000 Lowest |
Tender Value
₹27.6 Cr
EMD Value
₹41.4 L
Closing Date
25 Mar 2026, 12:00 pmClosed
SE KFC PWD KANNAUJ
OFFICE OF THE SE KFC PWD KANNAUJ
AS PER BOQ
2026_CEKNP_1125915_1
1415 M/39M-KFV/2026/PDF Dt. 29.01.2026
Open Tender
Civil Works
Item Rate
365 days
FARRUKHABAD
AS PER NIT
2 documents required · 2 mandatory
₹2,714
₹41.4 L
Yes
SE KFC PWD KANNAUJ
3 Jun 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator CK 90 and tippers with Disposal upto 1000 metres.
Excavation for roadwork in soil with hydraulic excavator of 0.9cum 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. As per MoRT&H specification No. 301 Sr. No. 3.6 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
| 2 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.16(Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
| 3 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained form borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.18 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
| 4 | Construction of Embankment with Material Deposited from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
| 5 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
Construction of granular sub-base by providing coarse graded material of 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 Clause 401.including of all taxes. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
| 6 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical 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 compacitng with vibratory roller to achieve the desired density. As per SI No. 406 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
| 7 | Providing and applying Prime 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. As per MoRT&H specification No. 502 Sr. No. 5.1 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | Sqm | 1 | - |
| 8 | Providing and aplying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. As per MoRT&H specification No. 503 Sr. No. 5.02 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | Sqm | 1 | - |
| 9 | Providing and laying Dense Graded bituminous macadam with Higher Capacity batch HMP Using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent weight of total mix and filler, transpoting the hot mix to work site, laying with a hydristatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compatction as per MoRT&H Specifications clause 505 complete in all respects. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
| 10 | Bituminous Concrete
Providing and laying bituminous concrete with 100-120TPH batch type HMP producing an average oitpir ot 75 tonne per hour ising crished aggregated of specified grading premixed with bituminous binder @ 5.4% by weight of total mix and filler. Transporting the hot mix to work site and laying with hydrostatic paver finisher with sensor control to the required grade level and alignment and rolling with smooth wheeled Vibratory & tendem roller to achieve the desired compaction Complete all as per MoRT&H specification No. 509 (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable) | - | CUM | 1 | - |
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