TAMBARAM CITY MUNICIPAL CORPORATION TURIP 2024-25 PACKAGE 1

Amount

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

Dismantling plain cement concrete including all other incidental and unforeseen items etc., complete as per the direction of the departmental officers

Providing laying, spreading and compacting graded stone aggregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant carrage of the mixed material by tipper to site laying in uniform layers with pavers in subbase /basecourse on well prepared surface and compacting with vibratory roller to achieve the decide density etc, complete as per standard specifications. As per Clause 406 of Morth Specification

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 Prime coat manually etc., complete as per 502 of MORTH 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 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 as per 503 of MORTH 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 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50- 13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs 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 them in 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 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 20-30 t 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 Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm graded metal 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36mm & below metal by adding the shredded plastic 10% of Bitument quantity 5.03kg (50.30 x 10%=5.03kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant mixed well with 45.27 kgs of hot bitumen VG30 Bitumen (160 degree celcious) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and aggregates to the required temperature and mixing the minimum 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN vibratory Roller / pneumatic roller to the required density etc., including labour for loading bitumen into bitumen tank and metal to feeder unit, labour for attending to paver side etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper, trucks, paver finisher/9m paver finisher, vibratory/pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using CMP Clause 507 of MORTH REV-5 specifications

Vibrated C.C.M 20 Grade (1:1.5:3) Mix 65% of 25mm, 25% of 12mm and 10% of 6mm IRC size metal including cost of materials to site and including for the mixing, laying, watering, curing and compacting concrete cost of from 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.

V MEENAL AND CO