Municipal Administration And Water Supply Department Tender

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 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 30/40mm thick using 0.13cum of 19-9.50mm graded metal and 0.17cum of 9.50-2.36mm graded metal and 0.26cum of 2.36mm & below metal with 45.27 Kgs of 60/70 bitumen & 5.03 Kgs of Plastic Waste (Total = 50.30 Kgs) and for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 graded 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 - 30 tonnes CMP with bitumen boiler, tipper trucks, paver finisher, vibratory rollers and all other tools and plants required including all other incidental charges etc., complete using CMP clause 507 of MORTH Rev-5 specifications.

Painting center line, edge line road marking 100width with Thermoplastic paint (hot application) in such a way that painting length will be 3.00m with a gap of 3.00m with a gap of 3.00m curved for centerline will be 3.00m with a gap of 3.00m curved for center line by indigenous hand propelled road marking machine with single coat including cost of all materials such as pigments, extender, fine aggregate stand oil (binder) glass beads as per 3262:1976 for the preparation of thermoplastic paint at site mixing glass beeds 10%by weight of the ingredient at the time of application of paint on the road surface, including cost of all etc., complete as per standard specifications.

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-DO. III 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.

Provision for Man Hole raising and New FRC Frame Cover Fixing Work .The Rate inclusive of all charges etc, complete as per standard specifications.