Civil Work 04

Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth up to a distance of 30m. from the foundation trenches including all T&P. Sl no.- 251

Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. Sl No.- 281

R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in in Drain excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. [SI. No.284B]

Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. [SI.No.504]

Earth work in filling with 4.00 Km. cortage cost of all material T&P & excluding GST.

Construction of granular sub base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and conpacting with roller to achive desired density including all complete.

Providing laying spreading and compacting stone aggregates of water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding materials Type-B 11.2mm to fill-up the interstices of course aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405.

Construction of un-reinforced, dowel jointed at expansinon 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 M 30 (Grade), coarse and fine aggregates conforming to 15: 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 weight batcher using approved mix, design, laid in approved fixed side formwork (steel channel), laying and fixing of 125 micron thick

Disposal of mud/malaba out side of municiple limit including all charges all complete.

Construction of padustrial board 1.20 X0.75 m including all complete.

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