Providing New Paver Block Road at Ramuni 1st cross street Part-2 inWard No. 1

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Supplying and filling in foundation and basement with filling Quarry Dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification.

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Supplying and erecting shuttering with necessary supports for plain surface such as plinth beam and lintel sides with all cross bracings etc., complete.

Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (MSand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.

Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM) specification 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 subbase/basecourse on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Supplying and laying Rubberised interlocking Paverblock M40 grade 80mm thick high strength type conforming IS15658-2006 of rubberized inter locking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid influrring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and therate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the piece sto fix the edge vibring the pavers, sweeping tranporting loading unloading of laying paver block as per standard specification,.

Raising the existing man hole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., complete.

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