Name of Work: Renewal of BT Surface Road @ Renewal of BT Surface Road @ Alagar Nagar 4th Street 115010R02189, EMG Nagar 1st Street 115010R02186 , EMG Nagar 2nd Street 115010S00304, EMG Nagar 2nd Street 1st cross115010S00305, EMG Nagar 2nd Street 2nd cross 115010S00305, EMG Nagar 2nd Street 3rd cross 115010S00307, EMG Nagar 2nd Street 4th cross 115010S00308, Karapaga nagar 8th Street 115010R02171, Karapaga nagar 4th Cross Street 115010R02183, Matha Kovil Main Street 115012R02434, Singaravela Street 115012R02435, Singaravelan 2nd Street 115012S00338,Ramalakshmi 5th Street 115012S00372, Lourdhu Nagar 7th 1st Street 115012R02451, Lourdhu Nagar 7th 1st Street 1st Cross 115012R02452, Lourdhu Nagar 7th 2nd Street 115012S00363, Lourdhu Nagar 7thCross 115012S003 Lourdhu Nagar 8th Street 115012S00365, K.Puthur ITI Road 115014R02587,Valluvar Colony 1st road115016R01271, Valluvar Colony 2nd road 115016R01272,Valluvar Colony 3rd road 115016R01273,Valluvar Colony 4th road 115016R01274,Valluvar Colony 1st Cross road 115016R01275,Valluvar Colony 2nd 1st Cross road 115016R01276,Valluvar Colony 2nd 2ndCross road115016R01277,Valluvar colony 2nd St 3rd Cross 115016R01281 in Ward No-10,12,14,16
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Item Description
1
Charge for cutting the BT surface to 5cm depth using Milling Machine conveying the mild waste material to atleast for 20 Km distance including hire and running charges for the machine conveyance charges, unloading at unobjectable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc., complete as per the direction of the departmental officer.
2
Advance Patchwork 13.20mm Providing Advancve Patchwork using 50mm consolidated Thickness by using 1m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1m3 of Metal For Pre Mixing For existing surface advance Patchwork 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 pre mix carpet only rolling by 60-70KN power roller for pre mix carpet and seal coat seperately including labour charges for spreading the mix for pre mix carpet application of bitumen for seal coat over pre mix carpet, including labour charges for spreadingseal 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
3
Providing and laying Tack Coat over2 kgs/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 includinglabour charges for applying the required quqntity of bituminous binder as tack coat manually etc., complete as per503 of MORTHSpecifications.
4
Providing and laying Bituminous Concrete to 30mm/40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs 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 the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver 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 MORTHRev-5.
5
Raising the existing man hole in heavy type including the removing the existing the man hole coverwith frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly forraising the existing manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manholeetc., complete
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