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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.4 CrAccepted-AOC DAULAT RAM MARKET RAILWAY ROAD DADRI GAUTAM BUDH NAGAR U P | DADRI | GAUTAM BUDH NAGAR | UTTAR PRADESH | ₹46.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹48.1 Cr+₹1.6 Cr (3.55%)Rejected-Finance | ₹48.1 Cr+₹1.6 Cr (3.55%) | L2 | Rejected-Finance L2 |
| 3 | L3₹48.2 Cr+₹1.8 Cr (3.86%)Rejected-Finance | ₹48.2 Cr+₹1.8 Cr (3.86%) | L3 | Rejected-Finance L3 |
| 4 | L4₹48.5 Cr+₹2.1 Cr (4.54%)Rejected-Finance | ₹48.5 Cr+₹2.1 Cr (4.54%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | M/S R.K.Gupta Contractor L1 | Shri Krishna And Company L3 | Jeet Construction L2 | Ashok Kumar Chhabra Constructions Pvt.Ltd. L4 |
|---|---|---|---|---|---|---|---|
| 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
(Including labour Cess & Excluding GST) | 52,400 | Cum | 85 ₹44,54,000 Lowest | 86 ₹45,06,400 | 90 ₹47,16,000 | 90 ₹47,16,000 |
| 2.00 | 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.
(Including labour Cess & Excluding GST) | 52,400 | Cum | 63 ₹33,01,200 Lowest | 65 ₹34,06,000 | 70 ₹36,68,000 | 70 ₹36,68,000 |
| 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(Including labour Cess & Excluding GST) | 22,365 | Cum | 4,370 ₹9,77,35,050 Lowest | 4,700 ₹10,51,15,500 | 4,650 ₹10,39,97,250 | 4,700 ₹10,51,15,500 |
| 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
(Including labour Cess & Excluding GST) | 14,760 | Cum | 4,750 ₹7,01,10,000 | 4,800 ₹7,08,48,000 | 4,700 ₹6,93,72,000 Lowest | 4,800 ₹7,08,48,000 |
| 5.00 | Providing and applying primer coat with SS2grade 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.
(Including labour Cess & Excluding GST) | 89,460 | Sqm | 39 ₹34,88,940 Lowest | 40 ₹35,78,400 | 50 ₹44,73,000 | 50 ₹44,73,000 |
| 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.
(Including labour Cess & Excluding GST) | 14,760 | Cum | 10,500 ₹15,49,80,000 Lowest | 10,700 ₹15,79,32,000 | 10,650 ₹15,71,94,000 | 10,600 ₹15,64,56,000 |
| 7.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
(Including labour Cess & Excluding GST) | 1,90,890 | Sqm | 11 ₹20,99,790 Lowest | 20 ₹38,17,800 | 30 ₹57,26,700 | 30 ₹57,26,700 |
| 8.00 | 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
(Including labour Cess & Excluding GST) | 5,726 | Cum | 12,600 ₹7,21,47,600 | 12,850 ₹7,35,79,100 | 12,500 ₹7,15,75,000 Lowest | 12,700 ₹7,27,20,200 |
| 9.00 | Median
Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres.
(Including labour Cess & Excluding GST) | 3,700 | Sqm | 17 ₹62,900 Lowest | 20 ₹74,000 | 30 ₹1,11,000 | 30 ₹1,11,000 |
| 10.00 | Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.(M20)
(Including labour Cess & Excluding GST) | 2,000 | Cum | 7,700 ₹1,54,00,000 | 8,500 ₹1,70,00,000 | 7,500 ₹1,50,00,000 Lowest | 8,500 ₹1,70,00,000 |
Tender Value
Refer Docs
EMD Value
₹50 L
Closing Date
9 Feb 2026, 12:00 pmClosed
S. E. UNNAO CIRCLE, PWD UNNAO
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
WIDENING AND STRENGTHENING OF PALIYA LUCKNOW ROAD (NH-731) (FOUR LANE) CHAINAGE 158.500 TO CHAINAGE 169.000 (TOTAL LENGTH 10.500 KM) IN DISTT. HARDOI IN F.Y. 2025-26. (WITH FIVE YEARS MAINTENANCE)
2026_CEUCZ_1112080_1
389M/1MT/ ETENDER/UC/25-26 DATE 24.01.2026
Open Tender
Civil Works
Item Rate
455 days
HARDOI
WIDENING AND STRENGTHENING OF PALIYA LUCKNOW ROAD (NH-731) (FOUR LANE) CHAINAGE 158.500 TO CHAINAGE 169.000 (TOTAL LENGTH 10.500 KM) IN DISTT. HARDOI IN F.Y. 2025-26. (WITH FIVE YEARS MAINTENANCE)
2 documents required · 2 mandatory
₹2,714
₹50 L
Yes
OFFICE OF S. E. UNNAO CIRCLE, PWD UNNAO
5 May 2026
4 Feb 2026
9 Feb 2026
4 Feb 2026
9 Feb 2026
4 Feb 2026
4 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
(Including labour Cess & Excluding GST) | 52,400 | Cum | - | - |
| 2 | 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.
(Including labour Cess & Excluding GST) | 52,400 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(Including labour Cess & Excluding GST) | 22,365 | 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
(Including labour Cess & Excluding GST) | 14,760 | Cum | - | - |
| 5 | Providing and applying primer coat with SS2grade 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.
(Including labour Cess & Excluding GST) | 89,460 | 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.
(Including labour Cess & Excluding GST) | 14,760 | Cum | - | - |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
(Including labour Cess & Excluding GST) | 1,90,890 | Sqm | - | - |
| 8 | 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
(Including labour Cess & Excluding GST) | 5,726 | Cum | - | - |
| 9 | Median
Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres.
(Including labour Cess & Excluding GST) | 3,700 | Sqm | - | - |
| 10 | Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.(M20)
(Including labour Cess & Excluding GST) | 2,000 | Cum | - | - |
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