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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance NO 12 VANIGA VALAGAM 1ST MAIN ROAD NAGANALLUR CHENNAI 600 061 | CHENNAI | TAMIL NADU | 600061 | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹24,890.44 (0.10%)Admitted-Finance NO 2 MANIKANDAPURAM THIRUMULLAIVOYAL CHENNAI 600062 | THIRUVALLUR | TAMIL NADU | 600062 | ₹2.5 Cr+₹24,890.44 (0.10%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TAMILNADU CHEMICALS INDUSTRIES L2 | V.B.ASSOCIATES L1 |
|---|---|---|---|---|---|
| 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, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation | 3,493 | M3 | 97.1 ₹3,39,170.3 | 96.5 ₹3,37,074.5 Lowest |
| 2.00 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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 as per clasue 406 of MORTH specifications. | 1,940.34 | M3 | 2,510.7 ₹48,71,611.64 | 2,510 ₹48,70,253.4 Lowest |
| 3.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 19,402.4 | M2 | 91.3 ₹17,71,439.12 | 91 ₹17,65,618.4 Lowest |
| 4.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 19,402.4 | M2 | 20.7 ₹4,01,629.68 | 20 ₹3,88,048 Lowest |
| 5.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with 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 charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 970.67 | M3 | 10,522.2 ₹1,02,13,583.87 | 10,521 ₹1,02,12,419.07 Lowest |
| 6.00 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 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 as per 503 of MORTH Specifications | 3,654 | M2 | 29.2 ₹1,06,696.8 | 29 ₹1,05,966 Lowest |
| 7.00 | providing and laying bituminous concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm,0.17cu.m of 9.50-2.36mm and 0.26 cu.m of VG30 bitumen and 3.02Kgs of waste plastic for premixing per 10 sqm including cost and conveyances of all materials to CMP site,heating tha bitumen and aggregate to requried 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 greades and cross section and consolideted by 8-10 tonnes vibratory Rollers to the required density etc.,including hire charge and fule charge for 20-30 tones CMP with bitumen bolier, tipper trucks,paver finisher,vibratory roller and other tools and plant required,including fuel and all other incidental charge etc..,completed as per specification using CMP as per clause 507 of MORTH Rev-5 | 692 | M3 | 11,100.2 ₹76,81,338.4 | 11,100 ₹76,81,200 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
28 Jan 2026, 3:00 pmClosed
COMMISSIONER
AVADI CITY MUNICIPAL CORPORATION NM ROAD AVADI CHENNAI 54
Restoration of damaged BT Road at Ward no 37, 38, 45 in Zone4 Package14
2026_MAWS_643136_1
ROC NO 9730/2025/E1 P14
Open Tender
Civil Works - Roads
Fixed-rate
90 days
ZONE 4
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.5 L
AVADI CITY MUNICIPAL CORPORATION
30 Jan 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
14 Jan 2026
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, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation
Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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 as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with 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 charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 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 as per 503 of MORTH Specifications
providing and laying bituminous concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm,0.17cu.m of 9.50-2.36mm and 0.26 cu.m of VG30 bitumen and 3.02Kgs of waste plastic for premixing per 10 sqm including cost and conveyances of all materials to CMP site,heating tha bitumen and aggregate to requried 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 greades and cross section and consolideted by 8-10 tonnes vibratory Rollers to the required density etc.,including hire charge and fule charge for 20-30 tones CMP with bitumen bolier, tipper trucks,paver finisher,vibratory roller and other tools and plant required,including fuel and all other incidental charge etc..,completed as per specification using CMP as per clause 507 of MORTH Rev-5
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