Providing New Paver block road Andi Kovil 2nd Cross street in ward - 35

Preparing the existing surface for laying the road to proper gradient and removing loose soil without damaging the water supply and other pipe lines. The rate is inclusive of all charges such as earth work and removing the same away from the site, etc., complete as per standard specifications.

Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth and earth mixed with small-size boulders, S.S.20B and sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil, to full depth as directed, except in hard rock requiring blasting; inclusive of shoring, shuttering, baling out water, cleaning and levelling the site, etc. Complete 10 cu.m

Plain cement concrete 1:4:8 (one cement, four sand and eight aggregates), using 40 mm gauge hard broken granite jelly for foundation, including consolidation and dewatering for foundation wherever necessary, etc., complete.

Supplying and erecting shuttering with necessary supports for plinth beam with all cross bracing, etc., complete (RCC column footing, plinth beam and lintel sides).

Reinforced cement concrete 1:1.5:3 (one cement, one and half sand and three course aggregate), using 20 mm gauge hand-broken and broken granite stone for all RCC items, excluding centering shuttering and cost of reinforcement but including curing, etc., complete; also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by the departmental officer.

Providing, laying, spreading and compacting graded aggregates for wet mix macadam (WMM), including premixing the material with water at OMC in a mechanical mix plant, carriage to site by tipper, laying uniformly with paver in sub-base/base course on a well-prepared surface and compacting with vibratory roller to the desired density, complete as per Clause 406 of MoRTH specifications.

upplying and laying rubberized interlocking paver block M40 grade Providing and levelling of 80mm thick high strength type conforming IS 15658 – 2007 of rubberized interlocking paver lock in size of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with quarry rubbish cushion below the uniform shap of approved non skidding surface in the top and the rate including levelling the base preparation of pavers as sub base, quarry rubbish cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers, sweeping transporting loading unloading of laying paver block as per standard specification etc.,.

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

Add GST 18%