Strengthening of 15 mtr. Wide Block Road Sector 4A at Avas Avam Vikas parishad Y-1, Kasganj

Supply and fixing of 40 Mpa grade 80mm thick rubber molded coloured inter locking tiles | Shaped including 25mm thick local sand base leveling and dressing of surface to required level and slope filling joints with local sand as per detailed specification of C.E. etc complete as per direction of E/L (SOR 2022-23)

Supply and fixing of 40 Mpa grade 80mm thick rubber molded gray inter locking tiles | Shaped including 25mm thick local sand base leveling and dressing of surface to required level and slope filling joints with local sand as per detailed specification of C.E. etc complete as per direction of E/L (SOR 2022-23)

Providing & laying spreading and compacting compacting stone stone ag aggregates 22.4.53 mm of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonres in stages to proper grade and camber, applying and brooming crushable type screening materials (stone dust) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per detailed specification of CE. etc complete as per direction of E/I. (MORT & H Iten No. 404) SOR 2022-23

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25mm, aggregated cement ratio not to exceed 15:1. aggregate gradation after blending to be as per table 600 1, cenient content not to be than 150 kg/cum, optimum moisture content to be determined dur ng trail length construction, concrete strength not to be less than 10 MPA at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller finishing and curing (MORT & H Item No. 601)

Construction of un-reinforced plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type asper Clause 1501.2.2 M 30 (Grade), coarse and fine aggregate conforming to IS 83, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bat her using approved mix design, laid in approved fixed side formwork (steel channel, laymg and tixing of 125 micron thick polythene film wedges. steel plates including levelling the formwork as per drawing), spreading the corerete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of cor traction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bri Ige/culvert and construction joints, adinixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501

Dismantling encroachment ramps as RCC Work manually by mechanical means including stacking of steel bars and disposal of unservicable material wi hin 50 meters lead as per direction of F/I (S.I. No. 1 Ch No.-17) (SOR 2022 23)