Providing 3 Internal CC Roads at Bethavolu High School Road in 27th ward in Gudivada Municipality Est:22,00,000

Dismantling of existing structures comprising of Reinforced Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all lifts and lead of 1000m as per technical specification complete as per SS and as directed by the Departmental Officer-in-Charge of the Work

Earthwork in excavation by Mechanical Means for Roads as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (Page No.484) complete as per SS and as directed by the Departmental Officer-in-Charge of the Work.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with smooth wheel Hand roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with STONE DUST

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate 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, dowel bars, near approaches to bridge / culvert and construction joints, admixtures

Providing power trowelling to finish the Road surface to the required finish the cost including Hire Charges, Crew Charges & Fule Charges, transportation to work site etc., complete for finished item of work including overhead charges &contractor profit as per SS and as directed by the departmental officer incharge of the work

Carting away the surplus excavated earth from the work site with a lead of 1.00 Km beyond initial lead including loading, unloading and conveyance etc., complete as per SS and as directed by the Departmenatal Officer in charge of the work