Construction of P.C.C Road From Main Road to Daharlangi, Village Sidhbank Panchayat Sidhbank Block Poreyahat District Godda.

Clearing of grass and removal of rubbish upto a distance of 50 m outside the periphery of the area as per technical specification.

Loosening,leveling and compacting original ground supporting embankment to faciliate placement of first layer of embankment,scraified to depth of 150 mm mixed with water of OMC and then compacted by rolling as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per technical specification clause 301.41

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and wateringn in layers not exceeding 150 mm thik with all leads and lifts including cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.

Providing Stone boulder soling in foundation…... E/I

Plain/Reinfoced Cement concrete in open foundation M-15 complete as per drwaing and technical specifications.

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.