15th Finance Commission Grant 2020-21 - 2nd Installment - Un-Tied Grant

Excavation for Roadway in Soil by Mechanical Means Including Cutting and Pushing the Earth to Site of Embankment upto a Distance of 100 m, including Trimming Bottom and Side Slopes in Accordance with Requirements of Lines, Grades and Cross-Sections as per Technical Specification Clause 302.3 MORD / 301 MORTH

Filling with Stone Crusher Dust Filling 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)

Plain Cement concrete in (1:4:8) prop. Using 40 mm HBG metal including cost and conveyance of materials to site including seignorage fee, Machine mixing, concrete laying tamping, vibrating, watering curing and all labour charges, hire and operational charges of machinery, water lead charges and including bailing of water. etc. complete for finished item of work.

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 (steel channel, 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 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.

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)