Civil Work 7

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 rumming 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.

P.C.C. 1:4:8 with cement fine sand and 40mm guage brick ballast in base.

M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants, ect, required for proper completion of work.

Providing 12 mm thick 1:3 Plaster with cement and coarse sand mortar.

Providing and laying P.C.C. 1:2:4 cement concrete with cement, Coarse Sand and 20 mm Stone ballast in the base.

R.C.C. work with cement, coarse sand and 2cm (3/4") gauge stone aggregate in the proportion 1:1.5:3M-20) in lintels of doors and windows excluding supply Reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work

Mild steel or iron in plan work shch as reinforced concrete 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 up to floor two level..

Earth work filling with cartage including all compaction all complete.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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 polythene. film, wedges, steel plates including levelline the

Supply and laying 110mm dia pvc pipe including all complete.

Construction of padustrial board of size 1.20x0.75m all complete

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