Nagapattinam Municipality - TURIP 2025 - 26 - PKG 2 (BT Roads)

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Providing and laying, sperding and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with pavers in sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Providing and laying Prime coat over WBM / WMM surface using 7kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5

Providing and laying Tack coat over WMM/WBM surface using 2.5 kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5

Providing and laying tack coat of 2kgs/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, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materilas to CMP site , heating the bitumen and agregates to the required temperature and mixing them in required temparature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to work site , spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sectons and compacted ty Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler tipper trucks , Paver finisher , Vibratory / pneumatic rollers and all other tools and plant required , including fuel and all other tools and plant required , including fuel and other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5.

Providing and laying Bituminous Concrete to 30/40 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 45.27 kgs of VG30 bitumen and 5.03kg of plastic waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton 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

Removal of Raising and refixing og ugss existing manhole covers to a height of 15 to 30 cm by using plain cement concrete 1 :1 .5:3 wityh necessary centrised structiing struing and the top level should be maintain with road surface level with necessary concrete the cost shall include removal refixing of machaine hole covers concrete charges curing etc complete

Supply, delivery and fixing of SFRC Manhole cover(750mm x 750mm) with frame complete with all accessories

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