New Construction work by CC of Village Ismilepur to Pilkhanwali Sahpani Link road

(PC Part) Excavation for Roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 and including all type of taxes, octroi, tolls, cess but excluding cost of GST and as per direction of Engineer-in-Charge.

Construction of embankment with approved material obtained from borrow pits with a lift upto granular sub-1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 and including all type of taxes, octroi, tolls, cess but excluding cost of GST and as per direction of Engineer-in-Charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density as per Technical Specification and including all type of taxes, octroi, tolls, cess but excluding cost of GST and as per direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber and including all type of taxes, octroi, tolls, cess but excluding cost of GST and as per direction of Engineer-in-Charge.

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, as per Technical Specification Including cost of all material, labour, T&P, royalty, labour cess, all taxes complete, but excluding cost of GST.

Construction of subgrade and earthen Shoulder with approved material obtained from borrow pits with all lift and leads, transporting site , spreading , grading to required slope and compacting to meet requirement of Table-303.1 with a lead upto 1000 m as per Technical Specification Clause 301.5(With carted Earth in Patri Work) and including cost of all material, labour, T&P, royalty, labour cess, all taxes complete, but excluding cost of GST.(Patri Work)

Supplying & Fixing Hume Pipe 350mm dia laying NP-3 with all materials, labour, Tools & plants etc. required for proper completion of the work as per Technical Specification and including all type of taxes, octroi, tolls, cess but excluding cost of GST and as per direction of Engineer-in-Charge.

Providing and fixing Sign Board, Inauguration stone complete work etc.and including all type of taxes, octroi, tolls, cess but excluding cost of GST and as per direction of Engineer-in-Charge.