Upgradation and Widening of Road with Concrete Pavement in IFP Goindwal Sahib Phase 2

Dismantling of bituminous courses of flexible pavements by mechanical means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr.

Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications.

Granular Sub - Base:- Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, carriage to site, mixing by mix in place method with rotavator at OMC, & compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications

Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse & fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, carriage to site mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 25km. laid with a fixed form or slip form paver, spread, compacted & finished in a continuous operation includ-ing provision of contraction, expansion, construction & longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approv-ed, curing compound, finishing to lines & grades as per clause 602 of MORT&H 5th Revision ( Without Steel)

Cold twisted detormed (Ribbed/ToR Steel Bar) Bars (Fe 500 grade as per IS 1786 - 2008), for R.C.C works, where not includ-ing in the complete rate of RCC including bending & biding placing in position complete.