Construction work of CC road till Kabootra ka dera in village Jabra in block Bamor.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 22.4-53mm including 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 Grading 3 as per Technical Specification Clause 405.

Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain, cement concrete pave ment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as oer 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 weight batcher using approved mix design, laid in approved fixed side formwork (steel channerl, laying and fixing of 125 micron thick polythene film, wedgesm steel plates including levelling the from work 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, do wek bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14- days curing compund (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side

Stone Dust filling in foundation trenches as per drawing & Technical Specification

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

RCC Grade M25 using batching plant & manual placing complete as per Drawing and Technical Specification

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.