PATCH_WORK_SANKAGIRI

Supplying and filling in foundation basement with stone dust in layer of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification Plain Cement ConcreteM20 (1:1.5:3) (one part of cement, one and half part of fine aggregate and three part of coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification.

Earth work excavation Complete direction as per the dep officers (100mm) Conveyence of Excavated earth Complete direction as per the dep officers (5KM) (40% of earth work qty) Wet Mix Macadam, Providing and laying, spreading and compacting Wet Mix Macadam With clean, crushed, graded aggregates and granular material and finished in accordance with the requirement of the specifications and thickness as per approve plans or as directed by the engineer (100mm) Providing and laying Prime Coat of 7Kgs/10sq.m over WMM surface treated with primer using 7 kgs of Bitumen Emulsion (SS) per 10sqm 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-5 Providing and laying Tack Coat of 2.5Kgs/10sq.m over WMM surface treated with primer using 2.5 kgs of Bitumen Emulsion (RS) per 10sqm 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-5 Providing and laying Bituminous Concrete to using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 45.25 kgs of VG60/VG70 bitumen, 5.03 kg Plastic 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 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30 mm with mechanical pavers to the specified grades and cross sections and consolidated bu 80-10 tonne Vibratory/Pneumatic rollers to the required density etc., including labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including fuel all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 (Plastic 8%)