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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr Quoted ₹37.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹39.2 Cr+₹1.3 Cr (3.37%)Rejected-Finance | ₹39.2 Cr+₹1.3 Cr (3.37%) | L2 | Rejected-Finance L2 |
| 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 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Raj Laxmi Enterprises L2 | VINDHYACHAL SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork 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, within all lifts and lead upto 30m. (For widening) | 31,307 | Cum | 33 ₹10,33,131 | 32 ₹10,01,824 Lowest |
| 2.00 | Construction of embankment with approved matrial obtained from borrow pits with a lift upto 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 | 1,21,282 | Cum | 125 ₹1,51,60,250 Lowest | 130 ₹1,57,66,660 |
| 3.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 1,618 | Cum | 550 ₹8,89,900 | 540 ₹8,73,720 Lowest |
| 4.00 | Construction of embankment with approved material obtained from borrowpits with all lifts and leads, tra sporting to site spreading grading to requered slope and compacting to meet requirement of table 300-2 Raising Portion | 2,697 | Cum | 160 ₹4,31,520 | 150 ₹4,04,550 Lowest |
| 5.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Labour Rate only) | 1,618 | Cum | 170 ₹2,75,060 | 160 ₹2,58,880 Lowest |
| 6.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 18,700 | Cum | 3,200 ₹5,98,40,000 Lowest | 3,200 ₹5,98,40,000 Lowest |
| 7.00 | 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. | 10,343.5 | Cum | 5,200 ₹5,37,86,200 | 5,100 ₹5,27,51,850 Lowest |
| 8.00 | Providing and applying Primer coat with Bitumen emulssion ss on prepared surface of granuler base including cleaningof road surface and spraying primer @ .70 kg per sqm using mechnical means as per Technical Specification Clause 502. | 95,603.5 | sqm | 27 ₹25,81,294.5 Lowest | 27 ₹25,81,294.5 Lowest |
| 9.00 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,41,207 | sqm | 12 ₹40,94,484 Lowest | 12 ₹40,94,484 Lowest |
| 10.00 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. 507 complete in all respects. | 5,136.5 | Cum | 11,500 ₹5,90,69,750 | 11,000 ₹5,65,01,500 Lowest |
Tender Value
₹34.9 Cr
Closing Date
10 Jan 2022, 12:00 pmClosed
SE Ayo-Amb Circle PWD Ayodhya
Office of the SE Ayo-Amb Circle PWD Ayodhya
Widening and Stregnthning of Bhiti Maharuwa Mathani Dostpur Road
2022_CEUFZ_670277_1
7287/Nivida/1Com-Ayo-Amb Circle/21 Dt-29-12-21
Open Tender
Civil Works - Roads
Item Rate
540 days
Ambedkar Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
Exempted
Office of the SE Ayo-Amb Circle PWD Ayodhya
1 Jul 2026
3 Jan 2022
10 Jan 2022
3 Jan 2022
10 Jan 2022
3 Jan 2022
3 Jan 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork 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, within all lifts and lead upto 30m. (For widening) | 31,307 | Cum | 100 | ₹31,30,700 |
| 2 | Construction of embankment with approved matrial obtained from borrow pits with a lift upto 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 | 1,21,282 | Cum | 100 | ₹1,21,28,200 |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 1,618 | Cum | 100 | ₹1,61,800 |
| 4 | Construction of embankment with approved material obtained from borrowpits with all lifts and leads, tra sporting to site spreading grading to requered slope and compacting to meet requirement of table 300-2 Raising Portion | 2,697 | Cum | 100 | ₹2,69,700 |
| 5 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Labour Rate only) | 1,618 | Cum | 100 | ₹1,61,800 |
| 6 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 18,700 | Cum | 100 | ₹18,70,000 |
| 7 | 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. | 10,343.5 | Cum | 100 | ₹10,34,350 |
| 8 | Providing and applying Primer coat with Bitumen emulssion ss on prepared surface of granuler base including cleaningof road surface and spraying primer @ .70 kg per sqm using mechnical means as per Technical Specification Clause 502. | 95,603.5 | sqm | 100 | ₹95,60,350 |
| 9 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,41,207 | sqm | 100 | ₹3,41,20,700 |
| 10 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. 507 complete in all respects. | 5,136.5 | Cum | 100 | ₹5,13,650 |
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