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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 CrAccepted-Finance | ₹7.2 Cr | L1 | Accepted-Finance Accepted Being Lowest RATE |
| 2 | L2₹7.3 CrRejected-Finance GONDA | UTTAR PRADESH | 271001 | ₹7.3 Cr | L2 | Rejected-Finance REJECTED Being HIGHER RATE |
| 3 | Rejected-Technical MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Rejected-Technical Non Responsive By Prahari Portal |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive by Prahari Portal |
| Sl No | Description | Qty | Unit | Surya Prakash Singh L1 | Sanskar Traders and genral order supplier L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical means, Granular Material | 2,592 | CUM | 85 ₹2.2 L | 86 ₹2.2 L |
| 2.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 413 | CUM | 640 ₹2.6 L | 635 ₹2.6 L |
| 3.00 | 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. | 12,488 | CUM | 258 ₹32.2 L | 250 ₹31.2 L |
| 4.00 | Construction of Granular Sub-Base (Retrieved Granular Material) 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 (Labour and Machinary Rate Only) | 1,296 | CUM | 170 ₹2.2 L | 175 ₹2.3 L |
| 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 rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401 | 1,744 | CUM | 3,750 ₹65.4 L | 3,950 ₹68.9 L |
| 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. | 3,040 | CUM | 4,510 ₹1.4 Cr | 4,650 ₹1.4 Cr |
| 7.00 | 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. | 15,200 | Sqm | 40 ₹6.1 L | 35 ₹5.3 L |
| 8.00 | 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. | 912 | CUM | 11,450 ₹1.0 Cr | 11,460 ₹1.0 Cr |
| 9.00 | Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 15,200 | Sqm | 11 ₹1.7 L | 10 ₹1.5 L |
| 10.00 | 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 | 608 | CUM | 12,750 ₹77.5 L | 12,830 ₹78.0 L |
Tender Value
₹7.3 Cr
EMD Value
₹14.6 L
Closing Date
27 Mar 2026, 12:00 pmClosed
office of the se.ayo.ambe.circle.pwd.ayodhya
office of the se.ayo.ambe.circle.pwd.ayodhya
Upgradation of the approach road (from Saket Sadan to Bandha) of the 33 MLD STP under construction in Nazul land plot number 57 Mi of Manjha Jamthara in Ayodhya district.
2026_CEUFZ_1128237_1
1725/2com ayo-ambe-circle/2026 dt. 17.03.2026
Open Tender
Civil Works - Roads
360 days
office of the se.ayo.ambe.circle.pwd.ayodhya
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹14.6 L
Yes
office of the se.ayo.ambe.circle.pwd.ayodhya
6 May 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical means, Granular Material | - | CUM | - | - | |
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | - | CUM | - | - | |
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. | - | CUM | - | - | |
Construction of Granular Sub-Base (Retrieved Granular Material) 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 (Labour and Machinary Rate Only) | - | CUM | - | - | |
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 | - | CUM | - | - | |
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. | - | CUM | - | - | |
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. | - | Sqm | - | - | |
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. | - | CUM | - | - | |
Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | Sqm | - | - | |
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 | - | CUM | - | - |
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