Kallakurichi Municipality - RF 2026-2027

Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. (75mm thick) Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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 (75mm thick)

Earth Work Excavation Complete direction as per the Departmental Officers (100mm) Conveyance of Excavated Earth Complete Direction as per the Departmental Officers (5 Km) (40% of Earth Work Qty) Providing and laying, spreading and compacting Wet Mix Macadam (WMM) with clean, crushed, graded aggregates and granular material and finished in accordance with the requirements of the specification and thickness as per approve plans ot as directed by the engineer (100mm) Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) 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 as per 502 of MORTH Rev-5 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 (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 Rev-5 Specifications Providing and Laying Bituminous Concrete (BC) to - using 0.13 cum of 19.00-9.50 mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 mm & below with 45.25 kgs of VG60 / VG70 bitumen, 5.03 Kg of Plastic for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates 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 paver to the specified grades and cross sections and consolidated by 80-10 tonne Vibratory / pneumatic roller to the required density etc., including labour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks / 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 (Plastic 8%)