Bhadohi nayi bajar se sherva pargaspur marg

Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. WBM Grading-III as per Technical Spcification clause 405.

Construction of un-reinforced, dowel jointed, at expansion and construction joints only plain cement concrete pavement thicknees as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less 0.2 cum capacity and OPC appropriate weigh batcher using approved mix design,laid in approved fixed side fromwork (steel channel) laying fixing of 125 micron thick polythene firm wedge steel plate including leveling the fromwork as per drawing uploading the concrete with shovels rakes compacted using needle screed and polate vibrators and finished in sonnotous operation including provision of contraction and expention construction joints applying debonding strip primer scalant dowel bar near approaches to bridge/culvert and construction joints admixtures as approved curing compound (where specified) and water finishing to liner and grade as per drawing and technical specification clause 1501.

Earth work in cutting or in Shoulder / Patri in ordinary soil, excavation to be in the form or regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layer including ramming & dressing the surface to required level and slopes and also including lift up to 1.5m and lead up to 30m the earth cutting to be deposited as spoil banks within 30m distance as per directed by Engineer in charge as per SI.No. 253.

Excavation in foundation in ordinary soil incluidng filling lift up to 1.5 m and lead up to 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 m from the foundation trenches including all T&P etc. complete As per S.I. No. 251.

Cement Concrete grade M-10 with 4 cm, gauge approved stone ballast, approved coarse sand and cement in the fondation and under floor including supply of all material, labour, T&P etc. required for proper completion of the work As per S.I. No. 280.

R.C.C. Work with cement, approved coarse sand and 2 cm gauge approved stone ballast in proportion of M-20 in R.C.C. T. beam and slab and R.C.C. column excluding its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.,and also including supply of all material required for proper completion of the work. Binding wire to be supplied by the contractor free of cost As per S.I. No. 288(A).

Mild steel work (TMT Bar HYSD) such as in reinforced concrete work wrought to required shape as necessary including bending and also including supply of steel and wastages and overlapping and hooks required for completion of the work As per S.I. No. 504.