Construction of PCC Road in Lohardaga Nagar Parishad from 1. Aabid Quraishi house to Laden Quraishi house and Sarful Quraishi house to Tanveer -Quraishi house at Quraishia muhalla 2. Imli chowk to Jabbir Quraishi house and Near by Imli chowk

Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shurbs all complete as per approved design,building specification and direction of E/I .

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials,labour,royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume).

Providing designation 75 A one brick edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

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 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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, curing of concrete slabs for 14- days S.O.R. Item No. 6.4

Carriage of Materials :-

(a) Cement & steel (lead upto 1 km)

(b) Sand (lead upto 8 km)

(c )Chips (lead upto 8 km)

(d )disposal of eart (lead upto 3 km)