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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹20.9 CrAccepted-AOC | ₹20.9 Cr Quoted ₹22.0 Cr | l1 | Accepted-AOC aoc |
| 2 | l2₹22.2 Cr+₹20.7 L (0.94%)Rejected-Finance | ₹22.2 Cr+₹20.7 L (0.94%) | l2 | Rejected-Finance above |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 0 STATION ROAD PARICHHA PARICHHA NEAR BANK OF INDIA JHANSI UTTAR PRADESH 284305 | JHANSI | UTTAR PRADESH | 284305 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Pawan Traders L2 | Priya Construction 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. | 7,500 | Cum | 60 ₹4,50,000 Lowest | 60 ₹4,50,000 Lowest |
| 2.00 | 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. | 20,000 | Cum | 130 ₹26,00,000 Lowest | 130 ₹26,00,000 Lowest |
| 3.00 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 20,000 | sqm | 3 ₹60,000 Lowest | 3 ₹60,000 Lowest |
| 4.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 5,040 | Cum | 4,300 ₹2,16,72,000 Lowest | 4,300 ₹2,16,72,000 Lowest |
| 5.00 | 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.Using Grader. | 11,650 | Cum | 5,200 ₹6,05,80,000 | 5,100 ₹5,94,15,000 Lowest |
| 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 kg/sqm using mechanical means. | 80,000 | Sqm | 45 ₹36,00,000 | 40 ₹32,00,000 Lowest |
| 7.00 | Dense Graded Bituminous Macadam Grading- 1 Providing and laying dense graded bituminous macadam with higher capacity batch type 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. | 7,200 | Cum | 11,590 ₹8,34,48,000 Lowest | 11,590 ₹8,34,48,000 Lowest |
| 8.00 | Providing and applying tack coat VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. | 80,000 | Sqm | 11 ₹8,80,000 Lowest | 11 ₹8,80,000 Lowest |
| 9.00 | 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 | 2,400 | Cum | 13,635 ₹3,27,24,000 Lowest | 13,700 ₹3,28,80,000 |
| 10.00 | 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 | 3,000 | Cum | 130 ₹3,90,000 | 129 ₹3,87,000 Lowest |
Tender Value
₹22 Cr
EMD Value
₹33 L
Closing Date
17 Dec 2025, 12:00 pmClosed
SE, Ayo/Ambd Circle, PWD, Ayodhya
SE, Ayo/Ambd Circle, PWD, Ayodhya
Widening and Strengthning of Bhelsar Tikaitnagar Ramnagar Fatehpur road SH two lane with paved shoulder in District Ayodhya and 05 year Maintenance work
2025_CEUFZ_1098258_2
6666/54(I)Com(CD-4)-Ayo/Ambd Circle Dt 12.11.2025
Open Tender
Civil Works
Item Rate
360 days
SE, Ayo/Ambd Circle, PWD
Widening and Strengthning of Bhelsar Tikaitnagar Ramnagar Fatehpur road SH two lane with paved shoulder in District Ayodhya and 05 year Maintenance work
2 documents required · 2 mandatory
₹2,714
₹33 L
Yes
SE, Ayo/Ambd Circle, PWD, Ayodhya
19 Jun 2026
11 Dec 2025
17 Dec 2025
11 Dec 2025
17 Dec 2025
11 Dec 2025
12 Dec 2025
| 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. | 7,500 | Cum | 100 | ₹7,50,000 |
| 2 | 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. | 20,000 | Cum | 100 | ₹20,00,000 |
| 3 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 20,000 | sqm | 100 | ₹20,00,000 |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 5,040 | Cum | 100 | ₹5,04,000 |
| 5 | 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.Using Grader. | 11,650 | Cum | 100 | ₹11,65,000 |
| 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 kg/sqm using mechanical means. | 80,000 | Sqm | 100 | ₹80,00,000 |
| 7 | Dense Graded Bituminous Macadam Grading- 1 Providing and laying dense graded bituminous macadam with higher capacity batch type 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. | 7,200 | Cum | 100 | ₹7,20,000 |
| 8 | Providing and applying tack coat VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom. | 80,000 | Sqm | 100 | ₹80,00,000 |
| 9 | 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 | 2,400 | Cum | 100 | ₹2,40,000 |
| 10 | 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 | 3,000 | Cum | 100 | ₹3,00,000 |
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