Laying of CC Road from bhavani welding works to 6-627/4 in 40th ward in Chittoor municipal corporation

Dismantling of existing structures like culverts, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH

Excavation for roadway in soil by machanical means including cutting and pushing the earth to sitte of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirementof lines, grades and cross sections as per Technical Specification Clause 302.3 MORD/301 MORTH(Roads)

Filling with Stone Crusher dust as per drawings and technical specification Clause 305.39 MORD & 304 MORTH including cost and conveyance of materials to site with all leads, lifts including watering, tamping, ramming, labour charges, all other incidental and operational charges etc., complete as per detailed specification

Providing Plain cement concrete 1:4:8 using 40 mm metal with machine mixing upto plinth level as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge (concrete machine mixing)

Construction of un-reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383,(with 25mm HBG metal @67% and 12.5mm HBG metal @33%) maximum in a concrete mixer of not less than 0.2 cum capacity and appropreiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Carting away the surplus excavated material i.e., earth from the site to a suitable distance of about 5 kms including loading, unloading, conveyance, labour charges, all leads and lifts and other incidental and operational charges etc., complete.