Construction work of floor near shankh wale fountain at Kalivahan Temple.

Earth work in excavation in Ordinary soil including 1.5 M, lift and 30 M. lead including loading and unloading ..........all complete. (SI No 251)

Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 5Km Carted

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 compacting with vibratory roller to achieve the desired density, complete as per clause 400-2.

Class-150 brick in 1:3 Cement and coarse sand of1.25 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (S.I. No. 307)

Providing and laying cement concret in M-15 not lass then strength of m 1:50 stone grit 20 mm.nominal size ........ all complete(S.INo.. 279a)

Providing and fixing 18 mm thick Granite (gang saw cut) mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (Slab area above 0.50 Sq.M.)(S.I No.-11.23A)

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