Widening of CC roads at James Garden road near CITU, CITU Office to Chruch, Chruch to ZSR School, Balaji Agro Chemicals Road, S.S.K Hospital to SBI ATM, Roop Kumar Party Office Road, Raghu Ram Hospital Road, Baskar Reddy Hospital Road, Teja Hospital C.R Road, Reddy Towers, Allam Tea shop Road, Netaji school Road, Allam Tea shop to SBI ATM, D.No.16-6-26 to Vijayamahal, D.No.16-6-81 to Nethaji School and Vijya Mahal gate road, in Division No.45.Under 15th FCG

Cutting open cc road surface with concrete saw cutter and remvoal with breaker

Earthwork in excavation for structures 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

Conveyance of un-useful excavated earth to a distance of 1 KM for disposal including hire charges of T & P, labour charges etc., complete for finished item of work.

Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational incidental, labour charges hire charges of T & complete for finished item of work (APSS NO 309 & 310) excluding seigniorage charges

Plain Cement Concrete (1:4:8) for under bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402)

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 maximum in a concrete mixer of not less than 0.2 cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), providing initial and final cuts, spreading the concrete with sholvels, rakes, compacted using needle, plate vibrators including provision of contraction, expansion and construction joints applying joint filler board 20mm thick, primer, sealant and finished in continuous operation including curing of concrete complete, including cost and conveyance of all materials and labour charges and water finishing to lines and grade as per drawing and Technical specification clause 1501