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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.1 LAccepted-Finance | ₹54.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹54.3 LAccepted-Finance C BLOCK 4G YUGA KALPATARU NO 18 PILLAYAR KOIL STREET PADIKUPPAM ROAD KOYAMBEDU CHENNAI 600 107 | CHENNAI | TAMIL NADU | 600107 | ₹54.3 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | SRI SELLIAMMAN AND CO | P CHANDRAN |
|---|---|---|---|---|---|
| 1.00 | Charges for cutting the BT surface to 5 to 7 cm depth using milling machine, conveying the milled waste materials to at least for 20 Km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc., complete as per the direction of the departmental officers | 1,696.1 | Sqm | 1,95,051.5 ₹2.3 L | 1,88,572.4 ₹2.2 L |
| 2.00 | 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 as per clasue 406 of MORTH specifications. | 133.35 | Cum | 3,27,374.25 ₹3.9 L | 3,26,707.5 ₹3.9 L |
| 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 (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., com | 1,333.5 | Sqm | 1,26,682.5 ₹1.5 L | 1,22,015.25 ₹1.4 L |
| 4.00 | 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 as per 503 of MORTH Rev-5 Specifications | 1,333.5 | Sqm | 26,670 ₹31,470.60 | 25,603.2 ₹30,211.78 |
| 5.00 | 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 | 1,696.1 | Sqm | 50,883 ₹60,041.94 | 49,186.9 ₹58,040.54 |
| 6.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 151.48 | Cum | 15,55,093.68 ₹18.4 L | 15,55,093.68 ₹18.4 L |
| 7.00 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. | 90.89 | Cum | 9,81,612 ₹11.6 L | 9,79,794.2 ₹11.6 L |
| 8.00 | Dismantling the Existing Damaged Cement Concrete Road including Cost and Conveyance all aother Materials to labour charges etc., complete as per standard specification | 367.4 | Cum | 2,10,244.65 ₹2.5 L | 2,10,244.65 ₹2.5 L |
| 9.00 | Cement Concrete 1:4:8 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 109.25 | Cum | 5,98,661.6 ₹7.1 L | 5,98,661.6 ₹7.1 L |
| 10.00 | Vibrated Cement Concrete M20 Grade (Design Mix) using 20mm , & 12mm HBG Metal including cost and conveyance of all materials to site and including for the mixing, laying, watering,curing and compacting concrete, cost of form work, centering labour therefore including all leads of water vibration charges working in heights wherever necessary, cost premoulded expansion joints (Bitumen Pad),etc., and labour charges etc., complete as per standard specification | 183.7 | Cum | 13,59,380 ₹16.0 L | 13,59,049.34 ₹16.0 L |
Updated dates
Tender Value
₹65 L
EMD Value
₹65,000
Closing Date
28 Jan 2026, 3:00 pmClosed
The Commissioner
Muthurangam Street,West Tambaram,Chennai - 45
TCMC - Providing BT and CC Surface at Ward No.17,19 and 20 Package No.25
2026_DMA_642807_10
16/2026/E1
Open Tender
Civil Works - Roads
90 days
Tambaram City Municipal Corporation Zone II
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹65,000
Tambaram City Municipal Corporation
6 Feb 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
14 Jan 2026
Charges for cutting the BT surface to 5 to 7 cm depth using milling machine, conveying the milled waste materials to at least for 20 Km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc., complete as per the direction of the departmental officers
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 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 (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., com
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 as per 503 of MORTH Rev-5 Specifications
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 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
Dismantling the Existing Damaged Cement Concrete Road including Cost and Conveyance all aother Materials to labour charges etc., complete as per standard specification
Cement Concrete 1:4:8 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means
Vibrated Cement Concrete M20 Grade (Design Mix) using 20mm , & 12mm HBG Metal including cost and conveyance of all materials to site and including for the mixing, laying, watering,curing and compacting concrete, cost of form work, centering labour therefore including all leads of water vibration charges working in heights wherever necessary, cost premoulded expansion joints (Bitumen Pad),etc., and labour charges etc., complete as per standard specification
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