Providing Cc Road from NH-216 Pallipalem Center to existing CC Road at Pallipalem in 2nd Ward. (APUFIDC Soft Loan)

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 etc., complete as per SS and as directed by the Departmental officer in charge of the work by Manual means upto 3.00m depth in ordinary soils

Carting away of excavated earth/ debris to a lead of 1 Km. The rate including conveyance charges, labour charges for loading, unloading, etc., complete as directed by the departmental officer in charge of the work

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with Quarry rubbish etc., complete as per SS and as directed by the departmental officer in charge of the work, but excluding seigniorage charges.

Granular sub-base/base/surface course with local materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 GRADE -1 PRR as per SS and as directed by the departmental officer in charge of the work, but excluding cost of seigniorage charges

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem 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 of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

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 in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Providing Vibrator Vaccume Dewatering power trowelling to finish the surface including all materials, labour & all hire charges etc. complete for finished item of work including overhead charges &contractor profit etc complete. As per SS and as directed by the departtmental officer in charge of the work.

Supply & Delivery, Placing Dowel Bars of MS S-240 grade to be provided in CC pavement. The rate including cost & conveyance of all materials, labour charges for cutting and placing the dowel bars in position off Cc pavement compete as per SS and as directed by the departmental officer incharge of the work.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including all labour charges, all taxes other incidental charges etc complete as per SS and as directed by the departmental officer incharge of the work.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with Hand roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD with gravel as per SS and as directed by the departmental officer in charge of the work, but excluding seigniroage charges.