Providing cc road form Poonamallee to Kattupakkam road in Kattupakkam PAnchayat

Clearing the Scrub jungles with uprooting as per standard specifications

Picking the Worn-out BT Surface including incidential charges and cleaning of all labour charges and machinery charges etc,..complete.

Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay and hard gravelly soil as per SS20B for narrow foundations. Etc,.complete.

Cement Concrete 1:4:8 using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc. complete

Cost towards supply centering with planks including all cost and conveyance charges

Cement Concrete 1:3:6 using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc. complete

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5

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, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Providing Gravel soling from approved quarry and stacking them at site to dept. gauge for pre-measurement including cost, conveyance and labourcharges etc. complete. For Berms