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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 Cr+₹4.4 L (0.17%)Rejected-Finance 10 62 BAHAAR B SAHARA STATE JANKIPURAM LUCKNOW | ₹26.2 Cr+₹4.4 L (0.17%) | L2 | Rejected-Finance Rejected due to higher rate |
| 3 | L3₹26.8 Cr+₹62.8 L (2.40%)Rejected-Finance VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | ₹26.8 Cr+₹62.8 L (2.40%) | L3 | Rejected-Finance Rejected due to higher rate |
| 4 | L4₹27.6 Cr+₹1.5 Cr (5.61%)Rejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹27.6 Cr+₹1.5 Cr (5.61%) | L4 | Rejected-Finance Rejected due to higher rate |
| 5 | L5₹29.1 Cr+₹2.9 Cr (11.2%)Rejected-Finance UTTAR PRADESH UTTAR PRADESH | ₹29.1 Cr+₹2.9 Cr (11.2%) | 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 ₹10,04,700 Lowest | 120 ₹40,18,800 | 60 ₹20,09,400 | 62 ₹20,76,380 | 70 ₹23,44,300 | 70 ₹23,44,300 | 40 ₹13,39,600 |
| 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 ₹12,45,600 | 60 ₹9,34,200 | 50 ₹7,78,500 | 17.7 ₹2,75,589 Lowest | 40 ₹6,22,800 | 20 ₹3,11,400 | 40 ₹6,22,800 |
| 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 ₹3,42,780 | 50 ₹5,71,300 | 50 ₹5,71,300 | 17.7 ₹2,02,240.2 | 43 ₹4,91,318 | 20 ₹2,28,520 | 15 ₹1,71,390 Lowest |
| 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 ₹4,98,15,000 | 4,200 ₹5,10,30,000 | 3,700 ₹4,49,55,000 | 3,990 ₹4,84,78,500 | 3,650 ₹4,43,47,500 Lowest | 4,500 ₹5,46,75,000 | 4,460 ₹5,41,89,000 |
| 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 ₹8,50,50,000 | 4,400 ₹7,48,44,000 | 4,000 ₹6,80,40,000 | 4,256 ₹7,23,94,560 | 3,950 ₹6,71,89,500 Lowest | 4,800 ₹8,16,48,000 | 4,760 ₹8,09,67,600 |
| 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 ₹25,89,225 Lowest | 35 ₹36,24,915 | 32 ₹33,14,208 | 26.6 ₹27,54,935.4 | 34 ₹35,21,346 | 30 ₹31,07,070 | 35 ₹36,24,915 |
| 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 ₹6,39,06,500 Lowest | 11,500 ₹7,73,60,500 | 10,000 ₹6,72,70,000 | 9,600 ₹6,45,79,200 | 10,400 ₹6,99,60,800 | 11,000 ₹7,39,97,000 | 10,925 ₹7,34,92,475 |
| 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 ₹10,35,690 | 11 ₹11,39,259 | 9 ₹9,32,121 Lowest | 9.75 ₹10,09,797.75 | 9 ₹9,32,121 Lowest | 11 ₹11,39,259 | 11 ₹11,39,259 |
| 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 ₹3,41,55,000 | 13,000 ₹4,03,65,000 | 11,500 ₹3,57,07,500 | 10,640 ₹3,30,37,200 Lowest | 11,500 ₹3,57,07,500 | 12,000 ₹3,72,60,000 | 11,840 ₹3,67,63,200 |
| 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 ₹8,22,360 Lowest | 60 ₹16,44,720 | 80 ₹21,92,960 | 62 ₹16,99,544 | 90 ₹24,67,080 | 70 ₹19,18,840 | 40 ₹10,96,480 |
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
Percentage
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
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | - |
| 2 | 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 | - | - |
| 3 | 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 | - | - |
| 4 | 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 | - | - |
| 5 | 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 | - | - |
| 6 | 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 | - | - |
| 7 | 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 | - | - |
| 8 | 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 | - | - |
| 9 | 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 | - | - |
| 10 | 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 | - | - |
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