Ward-88, Turabnagar main road, Ambedkar Road from Flora Hotel to Vishal Saree Shop, road improvement and CC work on side track by Dance.

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet).

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).

S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR

Consolidation of stone aggregates of 45-63 mm/22.4-53mm size 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, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1

Tack Coat for BC Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRT&H specification clause 503

Bituminous Concrete (Grading - II) Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of un-reinforced 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 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 of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501.

S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.( SOR 2022 SI.N. 22.02 NEW ITEM )

Desposal of refused material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge.

GST