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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.7 CrRejected-AOC C BLOCK 4G YUGA KALPATARU NO 18 PILLAYAR KOIL STREET PADIKUPPAM ROAD KOYAMBEDU CHENNAI 600 107 | CHENNAI | TAMIL NADU | 600107 | ₹1.7 Cr | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SRI SELLIAMMAN AND CO | M/s. Sundaramandco |
|---|---|---|---|---|---|
| 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 | 6,822.75 | M2 | 7,64,148 ₹9.0 L | 7,50,502.5 ₹8.9 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. | 364 | M3 | 9,10,000 ₹10.7 L | 8,91,800 ₹10.5 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., complete as per 502 of MORTH Rev-5 Specifications | 3,638 | M2 | 3,45,610 ₹4.1 L | 3,31,058 ₹3.9 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 | 3,638 | M2 | 90,950 ₹1.1 L | 69,122 ₹81,563.96 |
| 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 | 6,823 | M2 | 2,04,690 ₹2.4 L | 1,97,867 ₹2.3 L |
| 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. | 523.5 | M3 | 53,76,345 ₹63.4 L | 53,73,727.5 ₹63.4 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 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and 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. | 314 | M3 | 33,91,200 ₹40.0 L | 33,84,920 ₹39.9 L |
| 8.00 | Dismantling the Existing Plain Cement Concrete including cost and conveyance of all materials and labour charges etc complete. | 264 | M3 | 1,51,800 ₹1.8 L | 1,51,008 ₹1.8 L |
| 9.00 | Cement Concrete 1:4:8 (One cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 264 | M3 | 14,46,720 ₹17.1 L | 14,46,456 ₹17.1 L |
| 10.00 | Plain Cement Concrete M20( Nominal Mix) using 20mm and 10mm ISS HBG metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork expansion joint for bitumen pad,softwater ,labour charges for mixing ,transfortation laying and curing concrete working at depth hire charges for tools and plain in cement pavement work etc complete as per relevent standard Specification. | 264 | M3 | 19,53,600 ₹23.1 L | 19,53,072 ₹23.0 L |
Updated dates
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
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.67 Package No.40
2026_DMA_642807_14
16/2026/E1
Open Tender
Civil Works - Roads
90 days
Tambaram City Municipal Corporation Zone V
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.8 L
Tambaram City Municipal Corporation
13 May 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., complete as per 502 of MORTH Rev-5 Specifications
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 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and 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 Plain Cement Concrete including cost and conveyance of all materials and labour charges etc complete.
Cement Concrete 1:4:8 (One cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means
Plain Cement Concrete M20( Nominal Mix) using 20mm and 10mm ISS HBG metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork expansion joint for bitumen pad,softwater ,labour charges for mixing ,transfortation laying and curing concrete working at depth hire charges for tools and plain in cement pavement work etc complete as per relevent standard Specification.
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