Laying of CC road at Polepalli Dumping yard in ward no1 of Edulapuram Municipality

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 sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Ordinary soil- mechanical means

Granular sub-base/base/surface course with local materials (Table 400.13) by providing local material spreading in irrespective of thickness with Dozer on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

Supply of 25.4 mm thick masticpad, placing the same 25mm below top of the pavement slab sealing with hot sealing compound(Grade -A, ISI ) polysulphide at 5.00mts intervals in C.C Pavement including cost and conveyance of materials, labour charges for placing in position for expansion joints conforming to MORTH Specificatio No.602

Supply and Placing separation membrance of impermeable plastic sheeting 125 micron thick under pavement slab including cost and conveyance etc, complete.

Construction of un-reinforced, plain cement concrete pavement with M30 grade mix, thickness as per design, over a prepared sub base, with 53 grade opc cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity, laid in approved fixed side formwork (steel channel, laying , steel plates including levelling the formwork ), spreading the concrete with shovels, rakes, compacted using plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD.

Collection, Supply and Filling with gravel in trenches,

Conveyance / carting charges for machinery for 1KM for transporting materials by tippers and trucks earth/sand/gravel