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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 CrAccepted-AOC | ₹7.5 Cr Quoted ₹18.5 Cr | L1 | Accepted-AOC Accepted Being Lowest RATE |
| 2 | L2₹18.6 Cr+₹9.3 L (0.51%)Rejected-Finance 41 B I BAZAR NEW CANTT ALLAHABAD PRAYAGRAJ 211001 UTTAR MBL 9415216113 | ₹18.6 Cr+₹9.3 L (0.51%) | L2 | Rejected-Finance REJECTED Being HIGHER RATE |
| 3 | L3₹18.7 Cr+₹18.7 L (1.01%)Rejected-Finance | ₹18.7 Cr+₹18.7 L (1.01%) | L3 | Rejected-Finance REJECTED Being HIGHER RATE |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive As per Attached Sheet |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive As per Attached Sheet |
| Sl No | Description | Qty | Unit | Priya Construction L1 | M/s Chopra Traders L3 | Ms Highway Construction co L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 3 | Heq | 1,99,000 ₹5,97,000 Lowest | 1,99,170 ₹5,97,510 | 1,99,100 ₹5,97,300 |
| 2.00 | Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 6,000 | cum | 110 ₹6,60,000 Lowest | 115.3 ₹6,91,800 | 112 ₹6,72,000 |
| 3.00 | 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 | 750 | cum | 58 ₹43,500 Lowest | 59 ₹44,250 | 58 ₹43,500 Lowest |
| 4.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 145 | cum | 585 ₹84,825 Lowest | 587 ₹85,115 | 587 ₹85,115 |
| 5.00 | 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.(compaction only) | 1,050 | cum | 62 ₹65,100 Lowest | 65 ₹68,250 | 65 ₹68,250 |
| 6.00 | 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. | 62,000 | cum | 297 ₹1,84,14,000 | 299 ₹1,85,38,000 | 295 ₹1,82,90,000 Lowest |
| 7.00 | 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 | 15,000 | cum | 294 ₹44,10,000 | 296 ₹44,40,000 | 293 ₹43,95,000 Lowest |
| 8.00 | 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 rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401 | 7,100 | cum | 3,823 ₹2,71,43,300 Lowest | 3,825 ₹2,71,57,500 | 3,824 ₹2,71,50,400 |
| 9.00 | Providing, laying, spreading and compacting graded stone aggregate in layers 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. | 8,100 | cum | 4,770 ₹3,86,37,000 Lowest | 4,777 ₹3,86,93,700 | 4,775 ₹3,86,77,500 |
| 10.00 | Providing and applying primer coat with SS-1 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. | 34,800 | sqm | 40 ₹13,92,000 Lowest | 43 ₹14,96,400 | 41 ₹14,26,800 |
Tender Value
₹18 Cr
EMD Value
₹30 L
Closing Date
28 Nov 2025, 12:00 pmClosed
office of the se.ayo.ambe.circle.pwd.ayodhya
office of the se.ayo.ambe.circle.pwd.ayodhya
Construction of road in 7.00 metre width on both side patries of Faizabad Canal From Chainage 53.840 (Raebareli Road) to Chainage 56.260 ( Prayagraj Ayodhya Road) in District Ayodhya.
2025_CEUFZ_1090506_1
6662/2com ayo-ambe-circle/2025 dt. 12.11.2025
Open Tender
Civil Works - Roads
Item Rate
360 days
office of the se.ayo.ambe.circle.pwd.ayodhya
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹30 L
Yes
office of the se.ayo.ambe.circle.pwd.ayodhya
25 Mar 2026
14 Nov 2025
28 Nov 2025
14 Nov 2025
28 Nov 2025
14 Nov 2025
18 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 3 | Heq | - | - |
| 2 | Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 6,000 | cum | - | - |
| 3 | 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 | 750 | cum | - | - |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 145 | cum | - | - |
| 5 | 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.(compaction only) | 1,050 | cum | - | - |
| 6 | 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. | 62,000 | cum | - | - |
| 7 | 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 | 15,000 | cum | - | - |
| 8 | 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 technical clause 401 | 7,100 | cum | - | - |
| 9 | Providing, laying, spreading and compacting graded stone aggregate in layers 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. | 8,100 | cum | - | - |
| 10 | Providing and applying primer coat with SS-1 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. | 34,800 | sqm | - | - |
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