GOBICHETTIPALAYAM MUNICIPALITY IMPROVEMENTS TO BT ROADS IN VARIOUS ROADS IN WARDNO 19

Amount

Picking the existing old B.T. surface upto 50 mm thick including labour charges etc, complete as per standard specification.

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

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 Rev V 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 Rev V Specifications

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 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36mm & below metal by adding the shredded plastic 10% of Bitumen quantity 4.02kg(50.30X10%=5.03kg) shredded plastic waste over the aggregate heated to 170 degree celsius in the Central hot mix plant ,mixed well with 46.28kgs of hot bitumen VG30 bitumen (160 degree celsius) 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminous concrete including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the minimum required temperature in central hot mix plant 20-30ton 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 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 plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Specifications.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflective glass beads @250gm/m2 area thick of 2.5mm as per IRC 35.The Finished surface to be level,uniform and free from holes complete as per the specification.

Manufacturing, Supply & Fixing of Retro-Reflective Road Name Sign Board single arrow of size 1.00x0.5m size made out of wide angle cube corner micro prismatic grade sheeting confirming to IRC_67:2010 & Type XI standards of ASTM D 4956-09 specification and fixed over 2mm thick Aluminum sheet back support frame of 25x25x3mm MS angle frame supported by 32 NB Stainless Steel pipe all around and 65 NB pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmx30cmx45cm etc. completed. The information message shall be made out of cut letters in Blue Color trasparent overlay film as per IRC 67-201 Guidelines, 7 years pre qualification warrantee for Retro Reflective sheeting from the original sheeting manufacturer & 1 certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.

Providing and laying conveyed gravel filling including cost and conveyance of gravel to the work site and stacking them to the standard departmental metric gauge for pre-measurements, spreading, watering and compacting the mix in layers of thickness not exceeding 100mm compacted thickness by 80-100 KN power roller rolling to achieve the required dry density including labour charges for spreading and hire charges and fuel charges for power roller, water sprinkler and all other tools and plant, etc., complete as per clause 305 of MOST specification.

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-D0.111 dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete

SOLAIAPPAN CONSTRUCTIONS