Name of Work:Renewal of BT Surface at Rathna nagar (190024R230), Periyar nagar (190024R231), Parvathypuram 1 street 1Cross-1(190016R157),Valamburi nagar main road-1(190007R073),Valamburi nagar cross road(190007R074), Valamburi nagar cross road 2 (190007R075),Housing board main road (190008R087),Housing board 5 cross 1 Street (190008R088), Kannadasan Street (190010R106), Parvathypuram 4 street (190015R152) andParvathypuram 1 street (190016R154) in Musiri Municipality. (PACKAGE - II)
Sl. No.
Item Description
1
Advance Patch work 13.20mmProviding Advancve Patch work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labourcharges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. complete as per of MoRTH Rev - V Specifications
2
Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2kgs 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
Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below metal by adding theshredded plastic 10% of bitumen quantity 5.03kg(50.30 x 10%=5.03 kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed wellwith 45.27kgs of hotbitumen VG30 bitumen (160 degree celcious ) 60/70 grade for premixing per 10 sqm, to lay 30mm compacted thick of Bituminous Concrete including the cost of materials to CMP site, heating the bitumen and aggregate to therequired temperature and mixing the minimumrequired temperature in central hot mix plant 20-30tonne capacity. conveying the mix ty 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 / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks , Pavar finisher , Vibratory / Pneumatic 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
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