Public Works Department Tender

WBM Grading - III Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density as per MoRD technical specification clause 405 (MoRD Sl. no. 4.7 and Specification no. 405), (including Labour cess and royalty) (GST will be paid extra as applicable).

Cement Concrete Pavement Construction of unreinforced, dowel jointed at expansion and construction joint only, OPC cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC cement or any other type as per clause 1501.2.2 M 30 (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 to contraction and expansion, construction joints, applying debonding strips, primer, sealent,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 Clause 1501 and as per direction of E/I, (MoRD Sl. no. 6.4 and Specification no. 1500), (including Labour cess and royalty) (GST will be paid extra as applicable).

K.C.Drain Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling, watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty). as per S.I. No. 251, (including Labour cess), (GST will be paid extra as applicable).