Public Works Department Tender

Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades including cost of bitumen as per MoRD Technical Specification Clause 510 (MoRD Sl. no. 5.12 and Specification no. 510), (including Labour cess, royalty and cost of Bitumen VG-10) (GST will be paid extra as applicable).

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture (GST will be paid extra as applicable).

Earth work in cutting or in patri in ordinary soil (Loam,Clay or sand) excavation to be in the form of regular pits not exceeding 50 cm. in depth and earth work in embankment to be in 20 cm. layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m. distance as direction by the Engineer incharge. SI No 253 (GST will be paid extra as applicable).