Public Works Department Tender

Providing, laying, spreading and compacting stone ballast of approved quarry (Grade –III) 22.4-53 mm gauge @ 0.97 cum per 10 sqm area compacted thickness of 75 mm to water bound macadam (WBM) specification including spreading in uniform thickness hand packing rolling with road roller to proper grade and camber applying and brooming type-B (stone dust) @ 0.19 cum per 10 sqm as screening material to fill up the interstices of coarse aggregates including cost of all material, water allowance, labour, T&P, hire charges of Road Roller, complete in all respects and including cess, cartage for proper completion of work as per direction of Engineer-in-Charges MORD Specification 405.3 including cost of labour, material, machinery, cess etc as per direction of E/I and specification.

Construction of un-reinforced, plain cement concrete pavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) (1:1.5:3), coarse and fine aggregate conforming to IS 383, 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 batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl 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 compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. including cost of labour, material, machinery, cess etc as per direction of E/I and specification.

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches (As per SOR Ch 4 S.No.251 ) including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges