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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 CrAccepted-AOC | ₹26.2 Cr Quoted ₹26.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹26.2 CrRejected-Finance 10 62 BAHAAR B SAHARA STATE JANKIPURAM LUCKNOW | ₹26.2 Cr | L2 | Rejected-Finance Rejected due to higher rate |
| 3 | L3₹26.8 CrRejected-Finance VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | ₹26.8 Cr | L3 | Rejected-Finance Rejected due to higher rate |
| 4 | L4₹27.6 CrRejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹27.6 Cr | L4 | Rejected-Finance Rejected due to higher rate |
| 5 | L5₹29.1 CrRejected-Finance UTTAR PRADESH UTTAR PRADESH | ₹29.1 Cr | L5 | Rejected-Finance Rejected due to higher rate |
| Sl No | Description | Qty | Unit | RAM SANEHI AND SONS L4 | M/s Raj Laxmi Enterprises L7 | M/S DEEPAK KUMAR AGARWAL L3 | M/S RAJ COMPANY AND SUPPLIERS L1 | Sai Infraconstruction Pvt. Ltd. L2 | M/S SURYANSH INFRA DEVELOPERS PVT LTD L6 | RISHIKA CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Subgrade (For Local Earth work)
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 as per MORT&H Specifications clause 305. Including Labour Cess & excluding G.S.T. | 33,490 | Cum | 30 ₹10.0 L | 120 ₹40.2 L | 60 ₹20.1 L | 62 ₹20.8 L | 70 ₹23.4 L | 70 ₹23.4 L | 40 ₹13.4 L |
| 2.00 | Earth work in Excavation in trenches
Excavation for road work 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 up to 1000 meter complete as per MORT&H Specifications clause 301.0. Including Labour Cess & excluding G.S.T. | 15,570 | Cum | 80 ₹12.5 L | 60 ₹9.3 L | 50 ₹7.8 L | 17.7 ₹2.8 L | 40 ₹6.2 L | 20 ₹3.1 L | 40 ₹6.2 L |
| 3.00 | Construction of earthen embankment using local earth obtained from excavation of trenches (compaction only)
Construction of embankment with approved material obtained from excavation of treches/pits in widening portion spreading grading to reqired slope and compacted to meet the Specifications and as per direction of Engineer in Charge. Including Labour Cess & excluding G.S.T. | 11,426 | Cum | 30 ₹3.4 L | 50 ₹5.7 L | 50 ₹5.7 L | 17.7 ₹2.0 L | 43 ₹4.9 L | 20 ₹2.3 L | 15 ₹1.7 L |
| 4.00 | Granular sub-base
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H Specifications clause 401.Including Labour Cess & excluding G.S.T. | 12,150 | Cum | 4,100 ₹5.0 Cr | 4,200 ₹5.1 Cr | 3,700 ₹4.5 Cr | 3,990 ₹4.8 Cr | 3,650 ₹4.4 Cr | 4,500 ₹5.5 Cr | 4,460 ₹5.4 Cr |
| 5.00 | 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 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 as per MORT&H Specifications clause 406.Including Labour Cess & excluding G.S.T. | 17,010 | Cum | 5,000 ₹8.5 Cr | 4,400 ₹7.5 Cr | 4,000 ₹6.8 Cr | 4,256 ₹7.2 Cr | 3,950 ₹6.7 Cr | 4,800 ₹8.2 Cr | 4,760 ₹8.1 Cr |
| 6.00 | Providing and applying primer coat with SS2 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.Including Labour Cess & excluding G.S.T. | 1,03,569 | Sqm | 25 ₹25.9 L | 35 ₹36.2 L | 32 ₹33.1 L | 26.6 ₹27.5 L | 34 ₹35.2 L | 30 ₹31.1 L | 35 ₹36.2 L |
| 7.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 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 & excluding G.S.T. | 6,727 | Cum | 9,500 ₹6.4 Cr | 11,500 ₹7.7 Cr | 10,000 ₹6.7 Cr | 9,600 ₹6.5 Cr | 10,400 ₹7.0 Cr | 11,000 ₹7.4 Cr | 10,925 ₹7.3 Cr |
| 8.00 | Tack Coat
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom as per MORT&H Specifications clause 503.Including Labour Cess & excluding G.S.T. | 1,03,569 | Sqm | 10 ₹10.4 L | 11 ₹11.4 L | 9 ₹9.3 L | 9.75 ₹10.1 L | 9 ₹9.3 L | 11 ₹11.4 L | 11 ₹11.4 L |
| 9.00 | Bituminous Concrete 30mm Thick.
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 G.S.T. | 3,105 | Cum | 11,000 ₹3.4 Cr | 13,000 ₹4.0 Cr | 11,500 ₹3.6 Cr | 10,640 ₹3.3 Cr | 11,500 ₹3.6 Cr | 12,000 ₹3.7 Cr | 11,840 ₹3.7 Cr |
| 10.00 | Construction of Earthen Shoulders (For Local Earth work)
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 as per MORT&H Specifications clause 305. Including Labour Cess & excluding G.S.T. | 27,412 | Cum | 30 ₹8.2 L | 60 ₹16.4 L | 80 ₹21.9 L | 62 ₹17.0 L | 90 ₹24.7 L | 70 ₹19.2 L | 40 ₹11.0 L |
Tender Value
₹32.3 Cr
EMD Value
₹48.4 L
Closing Date
17 Mar 2026, 12:00 pmClosed
SUPERINTENDING ENGINEER UNNAO CIRCLE PWD UNNAO
SUPERINTENDING ENGINEER UNNAO CIRCLE PWD UNNAO
Widening and Strengthening of Sandi-Bagholi Road ODR Ch 11-400 - Ch -29-850 Lingth 18-450 KM in District Hardoi With Five Year Maintinance
2026_CEUCZ_1123579_1
1038 M /1MT/ E-Tender/ U.C/2026 Dated 06.03.2026
Open Tender
Civil Works
450 days
SUPERINTENDING ENGINEER UNNAO CIRCLE PWD UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹48.4 L
Yes
3 Jun 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
Construction of Subgrade (For Local Earth work) 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 as per MORT&H Specifications clause 305. Including Labour Cess & excluding G.S.T.
Earth work in Excavation in trenches Excavation for road work 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 up to 1000 meter complete as per MORT&H Specifications clause 301.0. Including Labour Cess & excluding G.S.T.
Construction of earthen embankment using local earth obtained from excavation of trenches (compaction only) Construction of embankment with approved material obtained from excavation of treches/pits in widening portion spreading grading to reqired slope and compacted to meet the Specifications and as per direction of Engineer in Charge. Including Labour Cess & excluding G.S.T.
Granular sub-base 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H Specifications clause 401.Including Labour Cess & excluding G.S.T.
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 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 as per MORT&H Specifications clause 406.Including Labour Cess & excluding G.S.T.
Providing and applying primer coat with SS2 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.Including Labour Cess & excluding G.S.T.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG_30 @ 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 & excluding G.S.T.
Tack Coat Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom as per MORT&H Specifications clause 503.Including Labour Cess & excluding G.S.T.
Bituminous Concrete 30mm Thick. 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 G.S.T.
Construction of Earthen Shoulders (For Local Earth work) 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 as per MORT&H Specifications clause 305. Including Labour Cess & excluding G.S.T.
Construction of Earthen Shoulders using Carted earth Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits (Carted Earth) with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MORT&H Specifications clause 305. Including Labour Cess & excluding G.S.T.
Sand Filling in Foundation below Box Culvert base as per Drawing & Technical Specification r MORT&H Specifications clause 202. Including Labour Cess & excluding G.S.T.
Plain cement concrete 1:3:6 (M-10) mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORT&H Specifications clause 408.Including Labour Cess & excluding G.S.T.
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations as per MORT&H Specifications clause 1300. Including Labour Cess & excluding G.S.T.
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 face. Complete as per drawing and Technical Specifications as per MORT&H Specifications clause 2706 & 2200. including Labour Cess & excluding G.S.T.
Cement Pointing Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification as per MORT&H Specifications clause 1300 & 2200. Including Labour Cess & excluding G.S.T.
RCC Grade M 25 (for RCC Box Culverts) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification as per MORT&H Specifications clause 1500.Including Labour Cess & excluding G.S.T.
Supply & Placing of Reinforcement Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORT&H Specifications clause 1600.Including Labour Cess & excluding G.S.T.
RCC Grade M 20 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification as per MORT&H Specifications clause 1500, 1600 & 1700.Including Labour Cess & excluding G.S.T.
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification boulder laid dry without wire crates. Specification as per MORT&H Specifications clause 1500, 1600 & 1700. Including Labour Cess & excluding G.S.T.
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.as per MORT&H Specifications clause 2504. Including Labour Cess & excluding G.S.T.
Providing and laying 600mm Dia NP3 RCC Pipe for Culverts on Frist Class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets as per drawing and Technical Specifications and as per MORT&H Specifications clause 2900. Including Labour Cess & excluding G.S.T.
Providing and laying 1000mm Dia NP3 RCC Pipe for Culverts on Frist Class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets as per drawing and Technical Specifications and as per MORT&H Specifications clause 2900. Including Labour Cess & excluding G.S.T.
Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Including Labour Cess & excluding G.S.T 5thKilometre Stone
Kilometre Stone
Hectometer Stone
Maintenance of constructed road for next five yrears after completion the contractor shall be paid total maintenance cost for five year in the form of installment as below, The payment shall the inclusive of cess but excluding GST. Payment shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor.. (Including Labour cess but Excluding GST) (i) From completion of 1 Year to 2nd year 2.50% of 0.25%
(ii) 2nd year to 3rd year 0.50%
(iii) 3rd year to 4th year 0.75%
(iv) 4th year to 5th year 1.00%
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