Removing and refixing of existing paver block road and Construction of manhole atBharathiar 1st Cross Street and Bharathiar Cross Street in ward no 81

Removing the Existing Paver Block Surface Area etc complete..

Earth work excavation and depositing on bank with an initial lead of 10m and lift of 2m in Hard stiff clay, Stiff black cotton, Hard red earth, Shales, Murram gravel, Stoney earth and earth mixed with small size boulders and hard gravelly as per SS 20B etc.complete..,

UNPLASTICIZED PVC PIPES FOR PORTABLE SUPPLY AS PER IS 4985/2000 10ksc 200mm dia etc., complete

Refilling the trench with excavated earth in layer 25cm thick well rammed including watering consolidation etc., complete

Construction of manholes depths invert including earthwork excavation as per SS 20B laying cement concrete in CM 1:3:6 using 40mm B.G. jeely for foundation sinking well kerb below G.L. for 4.5m depth and above, pumbing timbering charges for 2.5m depth and above stock brick work in CM 1:3 for 23cm wall and plastering interior with cm 1:3 20mm thick and exterior with CM 1:3 using 12mm thick, laying plain cement concrete 1:3:6 using 12mm thick, jelly fixing the frame providing CI steps, manhole cover and frame benching and channelling including refilling the trenches with quarry dust etc., complete for the follow size for earth manhole (as per the type design drawing for manholes) Up To 1.00m Depth

Up To 1.00m To 1.50m Depth

Interconnection works for existing UGD main including cutting existing pipe fixing branches coupler jointing and boiling out water etc., complete excluding the earthwork excavation etc., complete.

Supplying and Filling Well Gravel in Layers of 25cm thick including cost of gravel Stacking For Premeasurements watering and consolidation by power roller rolling using 12.50cum of Gravel for 10m3 finished Work etc complete.,

Providing and laying ,spreading and compacting 0.396 m3 of 45-22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. MDU-CORP-ROAD-DATA-PAGE-14-SL-8

ReFixing of Existing Removed Paver blockM40grade 80mmthick&60mm thick inuniform shape of approved make to be laid influrring bone pattern withst one dust cushion below the uniform shape of approved nonskitting surface in the to pandn the rate including levelling the base preparation of paver sassubbase ,stone dust cushion150mmthick laying out of pavement cut the pieces to fix theed gevibring the pavers,sweeping tranporting, loading,unloading of laying,paverblock as per standard specification,.