Scheduled Caste Sub-Plan (SCSP), 2024-2025

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 and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including 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. (CC pavement)

Filling with Gravel in Trenches, Sides of foundations and basement with in itial lead in layers not exceeding 15 cm thick, consoidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of t & p etc., all labour charges etc., complete for finished item of work. (APSS No. 309 & 310)