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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.0 LAccepted-AOC | L1 | Accepted-AOC Less than Estimate Amount | |
| 2 | L2₹53.9 L+₹1.9 L (3.67%)Rejected-AOC | L2 | Rejected-AOC Greater than Estimate Amount |
| Sl No | Description | Qty | Unit | KAMATCHIRAJAN L1 | D.SIVAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete | 297 | Cum | 88 ₹26,136 Lowest | 90 ₹26,730 |
| 2.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. | 445.5 | Cum | 1,800.8 ₹8,02,256.4 Lowest | 1,900 ₹8,46,450 |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete | 297 | Cum | 2,358.7 ₹7,00,533.9 Lowest | 2,550 ₹7,57,350 |
| 4.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete | 2,968.5 | Sqm | 86.25 ₹2,56,033.13 Lowest | 88 ₹2,61,228 |
| 5.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete | 2,968.5 | Sqm | 20.35 ₹60,408.98 Lowest | 21 ₹62,338.5 |
| 6.00 | Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cu.m of 26.50-13.20mm, 0.25cu.m of 13.20-2.36mm and 0.23cu.m of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete | 148.5 | Cum | 10,554 ₹15,67,269 Lowest | 10,800 ₹16,03,800 |
| 7.00 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete | 89.5 | Cum | 11,117 ₹9,94,971.5 Lowest | 11,300 ₹10,11,350 |
| 8.00 | GST 18% | 1 | Nos | 7,93,369.6 ₹7,93,369.6 Lowest | 8,22,464.37 ₹8,22,464.37 |
Tender Value
₹53.5 L
EMD Value
₹53,500
Closing Date
5 Mar 2026, 3:00 pmClosed
The Commissioner
Aruppukottai Municipality, 61, Pandhalkudi road,Aruppukottai- 626 101
Providing BT Surface VIP NAGAR 1ST GROSS STREET (126024R652), VIP NAGAR 3ST GROSS STREET (126024R654) NETHAJI 2ST GROSS STREET (126024S121), VIP NAGAR 4ST GROSS STREET (126024R655), NETHAJI 1ST GROSS STREET, NETHAJI 3ST GROSS STREET,Nethaji Veethi
2026_MAWS_667536_1
2928/2025/E1
Open Tender
Civil Works - Roads
Works
270 days
ARUPPUKOTTAI
Pls. refer to the Tender Notice
3 documents required · 3 mandatory
₹0
₹53,500
ARUPPUKOTTAI MUNICIPALITY
28 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete | 297 | Cum | - | - |
| 2 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. | 445.5 | Cum | - | - |
| 3 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete | 297 | Cum | - | - |
| 4 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete | 2,968.5 | Sqm | - | - |
| 5 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete | 2,968.5 | Sqm | - | - |
| 6 | Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cu.m of 26.50-13.20mm, 0.25cu.m of 13.20-2.36mm and 0.23cu.m of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete | 148.5 | Cum | - | - |
| 7 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete | 89.5 | Cum | - | - |
| 8 | GST 18% | 1 | Nos | - | - |
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