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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 CrAccepted-AOC | ₹21.8 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹23.1 Cr+₹1.3 Cr (6.09%)Rejected-Finance | ₹23.1 Cr+₹1.3 Cr (6.09%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹24.5 Cr+₹2.8 Cr (12.7%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹24.5 Cr+₹2.8 Cr (12.7%) | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹24.6 Cr+₹2.8 Cr (12.9%)Rejected-Finance | ₹24.6 Cr+₹2.8 Cr (12.9%) | L4 | Rejected-Finance Not Lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per attcahment |
| Sl No | Description | Qty | Unit | JAI SHAKTI CONSTRUCTION L1 | SHAKUNTALA SINGH L4 | AMBE INFRAPROJECTS PRIVATE LIMITED L3 | Prabha Construction Infra Private Limited L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work in Excavation in Trenches
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 | 8,792 | cum | 40 ₹3,51,680 | 40 ₹3,51,680 | 43 ₹3,78,056 | 35 ₹3,07,720 Lowest |
| 2.00 | 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. | 8,792 | cum | 40 ₹3,51,680 | 45 ₹3,95,640 | 46.5 ₹4,08,828 | 30 ₹2,63,760 Lowest |
| 3.00 | Construction of Embankment with Material obtained from Borrowpits (Without Cartage)
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. | 28,330 | cum | 60 ₹16,99,800 Lowest | 90 ₹25,49,700 | 93 ₹26,34,690 | 80 ₹22,66,400 |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits (With 1 km Cartage)
Construction of embankment with approved material obtained from borrow pits (With 1 km Cartage) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 28,000 | cum | 70 ₹19,60,000 Lowest | 130 ₹36,40,000 | 122 ₹34,16,000 | 150 ₹42,00,000 |
| 5.00 | Construction of Subgrade and Earthen Shoulders
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 | 18,036 | cum | 100 ₹18,03,600 Lowest | 140 ₹25,25,040 | 133 ₹23,98,788 | 150 ₹27,05,400 |
| 6.00 | Granular Sub-Base with close Graded Material
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 | 8,792 | cum | 4,000 ₹3,51,68,000 Lowest | 4,400 ₹3,86,84,800 | 4,300 ₹3,78,05,600 | 4,100 ₹3,60,47,200 |
| 7.00 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 550 | cum | 450 ₹2,47,500 | 550 ₹3,02,500 | 560 ₹3,08,000 | 45 ₹24,750 Lowest |
| 8.00 | Wet Mix Macadam (Plant Mix Method)
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. | 10,299 | cum | 4,100 ₹4,22,25,900 Lowest | 4,600 ₹4,73,75,400 | 4,625 ₹4,76,32,875 | 4,200 ₹4,32,55,800 |
| 9.00 | Prime Coat over WMM/WBM
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. | 80,850 | sqm | 30 ₹24,25,500 Lowest | 39 ₹31,53,150 | 38 ₹30,72,300 | 32 ₹25,87,200 |
| 10.00 | Dense Graded Bituminous Macadam Grading II
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 | 5,659 | cum | 11,500 ₹6,50,78,500 Lowest | 12,500 ₹7,07,37,500 | 12,500 ₹7,07,37,500 | 12,000 ₹6,79,08,000 |
Tender Value
₹24.6 Cr
EMD Value
₹37 L
Closing Date
27 Jan 2026, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Widening and Strengthening work of Bhaluani Rudrapur via Pakadi Road (ODR) ch 0.000 to 17.350 in district Deoria (Length 16-700 km)
2026_CEGKP_1105962_1
79/76yat-Deo Circle/25 Dated 06.01.2026
Open Tender
Civil Works
Item Rate
456 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹37 L
Deoria
23 Apr 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
23 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work in Excavation in Trenches
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 | 8,792 | cum | - | - |
| 2 | 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. | 8,792 | cum | - | - |
| 3 | Construction of Embankment with Material obtained from Borrowpits (Without Cartage)
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. | 28,330 | cum | - | - |
| 4 | Construction of Embankment with Material obtained from Borrowpits (With 1 km Cartage)
Construction of embankment with approved material obtained from borrow pits (With 1 km Cartage) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 28,000 | cum | - | - |
| 5 | Construction of Subgrade and Earthen Shoulders
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 | 18,036 | cum | - | - |
| 6 | Granular Sub-Base with close Graded Material
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 | 8,792 | cum | - | - |
| 7 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 550 | cum | - | - |
| 8 | Wet Mix Macadam (Plant Mix Method)
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. | 10,299 | cum | - | - |
| 9 | Prime Coat over WMM/WBM
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. | 80,850 | sqm | - | - |
| 10 | Dense Graded Bituminous Macadam Grading II
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 | 5,659 | cum | - | - |
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