Lalganj Tarwa Lahuwa to Lafiya Link road

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. as per Clause 405 A. (Including all taxes, Royalty, LabourCess but excluding GST)

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, admixtures as approved, curing of concrete slabs for 14-days (Including all taxes, material, LabourCess but excluding GST)

Earth work in excavation Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

PCC Grade 1:3:6 Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. foundation

RCC Grade M20 Provinding and laying cement concrete M-20 grade excluding reinforcement complete as per drawing and techincal specifications

HYSD Bar Supplying, fitting and placing HYSD bar reinforecement in super-structure complete as per drawing and technical specifications

Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 (Including all taxes, material Royalty, LabourCess but excluding GST)

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