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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.7 CrAccepted-AOC | ₹68.7 Cr Quoted ₹74.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹75.1 Cr+₹55.5 L (0.74%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹75.1 Cr+₹55.5 L (0.74%) | L2 | Rejected-Finance REJECTED DUE TO HIGHEST RATE QUOTED |
| 3 | L3₹75.6 Cr+₹1.1 Cr (1.43%)Rejected-Finance | ₹75.6 Cr+₹1.1 Cr (1.43%) | L3 | Rejected-Finance REJECTED DUE TO HIGHEST RATE QUOTED |
| Sl No | Description | Qty | Unit | JAI SHAKTI CONSTRUCTION L3 | AMBE INFRAPROJECTS PRIVATE LIMITED L2 | Vijai Construction (India) Private Limited L1 |
|---|---|---|---|---|---|---|
| 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 | 25,555.63 | Cum | 55 ₹14,05,559.65 Lowest | 62 ₹15,84,449.06 | 60 ₹15,33,337.8 |
| 2.00 | Construction of Embankment with Material Deposited from Roadway Cutting (Compaction Only)
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. | 28,652.39 | Cum | 82 ₹23,49,495.98 | 74 ₹21,20,276.86 Lowest | 75 ₹21,48,929.25 |
| 3.00 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (by Local earth work) | 28,780.61 | Cum | 154 ₹44,32,213.94 | 145 ₹41,73,188.45 Lowest | 150 ₹43,17,091.5 |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (by Carted earth work) | 8,550.74 | Cum | 265 ₹22,65,946.1 Lowest | 275 ₹23,51,453.5 | 270 ₹23,08,699.8 |
| 5.00 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 36,169.2 | Cum | 3,900 ₹14,10,59,880 | 3,900 ₹14,10,59,880 | 3,850 ₹13,92,51,420 Lowest |
| 6.00 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 10,543.42 | Cum | 5,000 ₹5,27,17,100 | 4,900 ₹5,16,62,758 | 4,850 ₹5,11,35,587 Lowest |
| 7.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 81,864 | sqm | 36 ₹29,47,104 | 36 ₹29,47,104 | 34.5 ₹28,24,308 Lowest |
| 8.00 | Providing and laying dense graded bituminous macadam 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. (Grade-1) | 21,224.2 | Cum | 10,700 ₹22,70,98,940 Lowest | 10,800 ₹22,92,21,360 | 10,750 ₹22,81,60,150 |
| 9.00 | Providing and laying dense graded bituminous macadam 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. (Grade-2) | 10,235 | Cum | 11,500 ₹11,77,02,500 | 11,200 ₹11,46,32,000 Lowest | 11,300 ₹11,56,55,500 |
| 10.00 | Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 4,61,700 | sqm | 15 ₹69,25,500 | 15 ₹69,25,500 | 12 ₹55,40,400 Lowest |
Tender Value
₹75.7 Cr
EMD Value
₹75.7 L
Closing Date
16 Jan 2026, 12:00 pmClosed
SE AYO AMBE CIRCLE, PWD, AYODHYA
SE AYO AMBE CIRCLE, PWD, AYODHYA
Widening and strengthening of BTRFM (SH127) Two Lane With Pavel Solder (Ch. 8.000 to 35.000)
2025_CEUFZ_1103126_1
7527 / 3KAM AYOAMBE/E-Tendering /2025 Dated19-12-2025
Open Tender
Civil Works - Roads
Item Rate
60 days
BARABANKI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹75.7 L
Yes
O/O SE AYO AMBE CIRCLE, PWD, AYODHYA
29 Jun 2026
1 Jan 2026
16 Jan 2026
1 Jan 2026
16 Jan 2026
1 Jan 2026
12 Jan 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 | 25,555.63 | Cum | 100 | ₹25,55,563 |
| 2 | Construction of Embankment with Material Deposited from Roadway Cutting (Compaction Only)
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. | 28,652.39 | Cum | 100 | ₹28,65,239 |
| 3 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (by Local earth work) | 28,780.61 | Cum | 100 | ₹28,78,061 |
| 4 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (by Carted earth work) | 8,550.74 | Cum | 100 | ₹8,55,074 |
| 5 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 36,169.2 | Cum | 100 | ₹36,16,920 |
| 6 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 10,543.42 | Cum | 100 | ₹10,54,342 |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 81,864 | sqm | 100 | ₹81,86,400 |
| 8 | Providing and laying dense graded bituminous macadam 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. (Grade-1) | 21,224.2 | Cum | 100 | ₹21,22,420 |
| 9 | Providing and laying dense graded bituminous macadam 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. (Grade-2) | 10,235 | Cum | 100 | ₹10,23,500 |
| 10 | Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 4,61,700 | sqm | 100 | ₹4,61,70,000 |
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