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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical C BLOCK 4G YUGA KALPATARU NO 18 PILLAYAR KOIL STREET PADIKUPPAM ROAD KOYAMBEDU CHENNAI 600 107 | CHENNAI | TAMIL NADU | 600107 | Accepted-Technical Accept |
| 3 | Rejected-Technical | Rejected-Technical Reject |
| 4 | Rejected-Technical TAMIL NADU TN | VILLUPURAM | TAMIL NADU | 604001 | Rejected-Technical Reject |
| 5 | Rejected-Technical | Rejected-Technical Reject |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
25 Feb 2026, 3:00 pmClosed
The Commissioner Tambaram City Municipal Corporati
Tambaram City Municipal Corporation Zone IV
Providing and Laying BT Surface to Ward no.49,52 and CC Surface to 50and 52 in zone 4
2026_DMA_657128_2
59/2026/E1 Road Genral Fund
Open Tender
Civil Works
Works
180 days
Tambaram City Municipal Corporation Zone IV
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.9 L
11 Mar 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
Removal of the Black Topped (BT) surface to 50 to 70mm depth using Milling machine, incluiding conveying the milled waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading Charges etc., complete as per the direction of the departmental officers
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 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 as per specification using CMP as per clause 507 of MORTH Rev-5
Dismantling Plain Cement Concrete including Cost of Machinary and labour charges and Conveyance by minimum lead of 20.00 K.m. away with disposal to un objectional area. etc., complete
Cement Concrete 1:4:8 M7.5 grade (One Cement, Four crushed stone sand and Eight 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
Vibrated cement concrete of grade M20 (Design mix) using 20mm, & 12mm HBG metal including cost and conveyance of all materials to site and cost of cement including cost of form work, labour charges for mixing, transporting, laying and curing concrete and finshing the surface, hire charges for tools and plants including all other incidental charges etc., complete
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