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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 CrAccepted-AOC 70 SUBHASH NAGAR DISTRICT HARDOI UP | HARDOI | UTTAR PRADESH | 209869 | ₹23.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹24.6 CrRejected-Finance B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹24.6 Cr | L2 | Rejected-Finance REJECTED BEING HIGHER RATES |
| 3 | L3₹24.6 CrRejected-Finance MOH PADAW NAWABGANJ GONDA U P 271303 | GONDA | UTTAR PRADESH | 271303 | ₹24.6 Cr | L3 | Rejected-Finance REJECTED BEING HIGHER RATES |
| 4 | L4₹27.0 CrRejected-Finance | ₹27.0 Cr | L4 | Rejected-Finance REJECTED BEING HIGHER RATES |
| 5 | L5₹27.2 CrRejected-Finance UTTAR PRADESH UTTAR PRADESH | ₹27.2 Cr | L5 | Rejected-Finance REJECTED BEING HIGHER RATES |
| Sl No | Description | Qty | Unit | PATHAK INFRACON PRIVATE LIMITED L1 | SHIV CONSTRUCTION L3 | SAMRAT INFRA ESTATE PVT.LTD L4 | RISHIKA CONSTRUCTION L5 | M/S SURYANSH INFRA DEVELOPERS PVT LTD L2 |
|---|---|---|---|---|---|---|---|---|
| 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 1000 m. (Including Labour Cess but excluding GST) | 12,600 | Cum | 10 ₹1.3 L | 35 ₹4.4 L | 50 ₹6.3 L | 60 ₹7.6 L | 30 ₹3.8 L |
| 2.00 | Construction of embankment 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 (Compaction only) (Including Labour Cess but excluding GST) | 12,600 | Cum | 10 ₹1.3 L | 100 ₹12.6 L | 120 ₹15.1 L | 60 ₹7.6 L | 80 ₹10.1 L |
| 3.00 | Construction of embankment with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2 (Including Labour Cess but excluding GST) | 50,940 | Cum | 10 ₹5.1 L | 35 ₹17.8 L | 120 ₹61.1 L | 60 ₹30.6 L | 40 ₹20.4 L |
| 4.00 | Construction of subgrade and earthen shoulders with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300.2 (Including Labour Cess but excluding GST) | 19,250 | Cum | 100 ₹19.3 L | 35 ₹6.7 L | 120 ₹23.1 L | 60 ₹11.6 L | 100 ₹19.3 L |
| 5.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.(Including Labour Cess but excluding GST) | 38,250 | Sqm | 1 ₹38,250 | 5 ₹1.9 L | 50 ₹19.1 L | 13 ₹5.0 L | 8 ₹3.1 L |
| 6.00 | 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 clause 401 (Including Labour Cess but excluding GST) | 12,698 | Cum | 3,500 ₹4.4 Cr | 3,950 ₹5.0 Cr | 3,950 ₹5.0 Cr | 4,300 ₹5.5 Cr | 4,000 ₹5.1 Cr |
| 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including Labour Cess but excluding GST) | 16,083 | Cum | 4,100 ₹6.6 Cr | 4,150 ₹6.7 Cr | 4,400 ₹7.1 Cr | 4,650 ₹7.5 Cr | 4,200 ₹6.8 Cr |
| 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 0.90 kg/sqm using mechanical broom. (Including Labour Cess but excluding GST) | 98,000 | Sqm | 25 ₹24.5 L | 15 ₹14.7 L | 20 ₹19.6 L | 38 ₹37.2 L | 32 ₹31.4 L |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. (Including Labour Cess but excluding GST) | 5,880 | Cum | 11,500 ₹6.8 Cr | 10,500 ₹6.2 Cr | 12,000 ₹7.1 Cr | 10,985 ₹6.5 Cr | 10,500 ₹6.2 Cr |
| 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. (Including Labour Cess but excluding GST) | 98,000 | Sqm | 8 ₹7.8 L | 10 ₹9.8 L | 10 ₹9.8 L | 10.7 ₹10.5 L | 10 ₹9.8 L |
Tender Value
₹30.1 Cr
EMD Value
₹45.1 L
Closing Date
17 Mar 2026, 12:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF SE UNNAO CIRCLE PWD UNNAO
WIDENING AND STRENGTHENING OF PIHANI GOPAMAU ROAD (O.D.R) FROM CH- 0.000 TO 14.000 (LENGTH 14.00KM) IN DIST. HARDOI INCLUDING FIVE YEARS MAINTENANCE
2026_CEUCZ_1123539_1
1034/M/1MT/E-TENDER/UC/2026 DT 06.03.2026
Open Tender
Civil Works - Roads
455 days
HARDOI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹45.1 L
Yes
SUPERINTENDING ENGINEER
1 Apr 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
13 Mar 2026
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 1000 m. (Including Labour Cess but excluding GST)
Construction of embankment 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 (Compaction only) (Including Labour Cess but excluding GST)
Construction of embankment with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2 (Including Labour Cess but excluding GST)
Construction of subgrade and earthen shoulders with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300.2 (Including Labour Cess but excluding GST)
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.(Including Labour Cess but excluding GST)
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 clause 401 (Including Labour Cess but excluding GST)
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 but excluding GST)
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 0.90 kg/sqm using mechanical broom. (Including Labour Cess but excluding GST)
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 specification clause No. 505 complete in all respects. (Including Labour Cess but excluding GST)
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. (Including Labour Cess but excluding GST)
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 but excluding GST)
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the engineer-in-charge with in a distance of 60 m (200ft) (as per SOR 2020 Item No 692) (Including Labour Cess but excluding GST)
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Including Labour Cess but excluding GST)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including Labour Cess but excluding GST)
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (Including Labour Cess but excluding GST)
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Including Labour Cess but excluding GST)
RCC Grade M 25 Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications. (Including Labour Cess but excluding GST)
RCC Grade M 20 Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.(Including Labour Cess but excluding GST)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Including Labour Cess but excluding GST)
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Including Labour Cess but excluding GST)
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B 1000 mm dia (Including Labour Cess but excluding GST)
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B 600 mm dia (Including Labour Cess but excluding GST)
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (Including Labour Cess but excluding GST)
Maintenance of constructed road for next five years after the actual date of completion. The amount to be paid as total maintenance cost for Next five years in the form of installment as given below. (Rates are including labour cess but excluding GST) for 2nd year after the actual date of completion @ 0.25% of total Construction cost.
Maintenance of constructed road for next five years after the actual date of completion. The amount to be paid as total maintenance cost for Next five years in the form of installment as given below. (Rates are including labour cess but excluding GST) for 3rd year after the actual date of completion @ 0.50% of total Construction cost
Maintenance of constructed road for next five years after the actual date of completion. The amount to be paid as total maintenance cost for Next five years in the form of installment as given below. (Rates are including labour cess but excluding GST) for 4th year after the actual date of completion @ 0.75% of total Construction cost
Maintenance of constructed road for next five years after the actual date of completion. The amount to be paid as total maintenance cost for Next five years in the form of installment as given below. (Rates are including labour cess but excluding GST) for 5th year after the actual date of completion @ 1.00% of total Construction cost
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