Providing New BT Road in J.J Nagar 131th Cross (048011R174),J.J Nagar 141th Cross (048011R175),J.J Nagar 9th Cross (048011R170),Sivaya nagar Ist Cross (048018R322),M Type c s 8 (480009R328),Old TNHB MIG Type Main Road (048009R134),M Type c s 6 (480

Amount

Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.

Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900

Providing and laying,Spreading and compacting graded stone aggregate to WMM (Wet Mix Mecadam) 150 mm compacted thick in two layers of 75 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layer with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary etc.,complete as per standard specification of Clause MORTH 406

Providing and Laying tack coat over primed WMM Surface using 7 Kgs of Bituminous Emulsion per 10M2 area including cost of bituminous binder at the site, including labour charges for pre-paring the surface and applying the required quantity of bituminous binder as tack coat manually etc.,

Providing and Laying tack coat over WMM Surface using 2.50 Kgs of Bituminous Emulsion per 10M2 area including cost of bituminous binder at the site, including labour charges for pre-paring the surface and applying the required quantity of bituminous binder as tack coat manually etc.,

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs 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 20-30 ton capacity, conveying the mix by tipper trucks to worksite, 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- 30t 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 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 with 45.27kgs of VG30 bitumen for premixing per 10sqm and 5.03kg shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen(160 degree celcious ) 60/70 grade for premixing per 10 sqm, to lay 30mm compacted thick of Bituminous Concrete including the cost of material ( the cost of municipal plastic waste obtained by the contractor from the municipality will be recovered) and conveyance of all materials to site , cost of heating the aggregate and mixing the shredded plastic with the hot aggregate and heating the bitumen to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonne 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

Manufacturing,supply & fixing of Retro-Reflection road name sign boards single arrow big size 36"x48" inches made out of wide angle cube corner micro prismatic grade sheating conforming to IRC 67:2010 & Type XI standard of ASTM D 4956-09 Specification are fixed over 12mm Thick aluminium sheet and back support frame of stainless steel ect.., complete

K Gauthaman