Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 CrAccepted-AOC S 6 IIND FLOOR FRIENDS TRADE CENTRE NEHRU NAGAR AGRA | AGRA | UTTAR PRADESH | ₹23.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹24.5 Cr+₹1.3 Cr (5.82%)Rejected-Finance | ₹24.5 Cr+₹1.3 Cr (5.82%) | L2 | Rejected-Finance Rejected due to higher rate |
| 3 | L3₹25.5 Cr+₹2.3 Cr (10.0%)Rejected-Finance VILL SIDHIYAWA JAGDISHPUR AMETHI UP 227817 | JAGDISHPUR | AMETHI | UTTAR PRADESH | 227817 | ₹25.5 Cr+₹2.3 Cr (10.0%) | L3 | Rejected-Finance Rejected due to higher rate |
| 4 | L4₹25.6 Cr+₹2.4 Cr (10.4%)Rejected-Finance UTTAR PRADESH UTTAR PRADESH | ₹25.6 Cr+₹2.4 Cr (10.4%) | L4 | Rejected-Finance Rejected due to higher rate |
| 5 | L5₹25.9 Cr+₹2.7 Cr (11.7%)Rejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹25.9 Cr+₹2.7 Cr (11.7%) | L5 | Rejected-Finance Rejected due to higher rate |
| Sl No | Description | Qty | Unit | SRS EXPRESS PRIVATE LIMITED L1 | M/S DEEPAK KUMAR AGARWAL L3 | RAM SANEHI AND SONS L5 | M/s Raj Laxmi Enterprises L2 | RISHIKA CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| 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. | 32,365 | Cum | 50 ₹16,18,250 | 65 ₹21,03,725 | 30 ₹9,70,950 Lowest | 100 ₹32,36,500 | 45 ₹14,56,425 |
| 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. | 14,814 | Cum | 30 ₹4,44,420 Lowest | 50 ₹7,40,700 | 80 ₹11,85,120 | 50 ₹7,40,700 | 45 ₹6,66,630 |
| 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. | 10,566 | Cum | 30 ₹3,16,980 | 50 ₹5,28,300 | 30 ₹3,16,980 | 50 ₹5,28,300 | 20 ₹2,11,320 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. | 15,433 | Cum | 3,200 ₹4,93,85,600 Lowest | 3,900 ₹6,01,88,700 | 4,200 ₹6,48,18,600 | 3,600 ₹5,55,58,800 | 3,950 ₹6,09,60,350 |
| 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. | 12,178 | Cum | 3,400 ₹4,14,05,200 Lowest | 4,100 ₹4,99,29,800 | 5,000 ₹6,08,90,000 | 3,700 ₹4,50,58,600 | 4,200 ₹5,11,47,600 |
| 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. | 94,917 | Sqm | 20 ₹18,98,340 Lowest | 35 ₹33,22,095 | 30 ₹28,47,510 | 30 ₹28,47,510 | 20 ₹18,98,340 Lowest |
| 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. | 6,142 | Cum | 9,700 ₹5,95,77,400 Lowest | 10,000 ₹6,14,20,000 | 9,800 ₹6,01,91,600 | 10,100 ₹6,20,34,200 | 10,600 ₹6,51,05,200 |
| 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. | 94,917 | Sqm | 10 ₹9,49,170 | 9.5 ₹9,01,711.5 Lowest | 10 ₹9,49,170 | 10 ₹9,49,170 | 10.6 ₹10,06,120.2 |
| 9.00 | Bituminious Concrete 30 mm 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
Including Labour Cess & excluding G.S.T. | 2,847 | Cum | 11,200 ₹3,18,86,400 | 11,500 ₹3,27,40,500 | 11,000 ₹3,13,17,000 Lowest | 11,000 ₹3,13,17,000 Lowest | 12,300 ₹3,50,18,100 |
| 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. | 26,756 | Cum | 80 ₹21,40,480 | 70 ₹18,72,920 | 30 ₹8,02,680 Lowest | 100 ₹26,75,600 | 45 ₹12,04,020 |
Tender Value
₹30.1 Cr
EMD Value
₹45.1 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 Parchal Rasoolpur-Madhoganj-Shuklapur Bhagat Road ODR Ch 0-000 to Ch 17-000 Total Length 17-000 KM in District Hardoi With Five Year Maintinance
2026_CEUCZ_1123585_1
1037 M /1MT/ E-Tender/ U.C/2026 Dated 06.03.2026
Open Tender
Civil Works
Item Wise
450 days
SUPERINTENDING ENGINEER UNNAO CIRCLE PWD UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹45.1 L
Yes
9 Apr 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. | 32,365 | 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. | 14,814 | 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. | 10,566 | 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. | 15,433 | 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. | 12,178 | 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. | 94,917 | 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. | 6,142 | 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. | 94,917 | Sqm | - | - |
| 9 | Bituminious Concrete 30 mm 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
Including Labour Cess & excluding G.S.T. | 2,847 | 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. | 26,756 | Cum | - | - |
stage.html
html • 0.05 MB
technical_2093216.pdf
techsummary_2093216.pdf
finance_2093216.pdf
BOQ Comparative Chart
xlsx
finsummary_2093216.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.62 MB
BOQ_2093216.xls
BOQ • 0.29 MB
SBD.pdf
Tender Documents • 1.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .