Municipal Administration And Water Supply Department Tender

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

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS1) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete

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 (RS1) 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

Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70-VG 30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in 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 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P

Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70-VG 30 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in 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 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P

Providing and laying of hot applied thermoplastic compound 2.5mm is exclusive of surface applied glass beads 250gm per Sqm area thickness of 2.5mm is exclusive of surface applied glass beads asper IRC B35 the finished surface to be level uniform and free from streaks and holes etc., complete. for centre line and edge line

Providing and fixing reflective road studs of 'Category A' Raised pavement markers made out of poly carbonate/methylate/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 D 4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH. 33023/10/97-DO.III dt.11.06.1997. The height, width and length shall not be less than 15mm, 90mm and 100mm 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 Tablw 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks. (of diameter not lesthan 19+/-2mm and height not less tha 30+/-2mm) from the body is to be 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 D 4280 and confirming to IRC 35-2015 guideliness

Manufacturing Supply and Fixing of Retro Reflective Road Name Sign Board Single Arrow of Size 1.2 x 0.6m made out of wide angle cube corner micro prismaic grade sheeting conforming to IRC-67 2010 & Type XI standard of ASTM D4956-09 Specifications and fixed over 2mm thick auminium sheet & back support frame of 25x25x3mm MS angle frame supported by 38OD stainless steel pipe grade 304 AISI with wall thickness of 1.5mm all around and 50 OD Pipe vertical post with wall thickness of 2mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cm x 30cm x 45cm etc., complete. the information message shall be made out of cut letters in blue color transparent overtay film asper IRC 67-2010 Guideliness 7 Years warranty for retro reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product shall be submitted by the contractor