Vikas Khand Gram Panchayat Bambhaura me Pani Tanki ke paas se Baag tak interlocking nirman karya_06

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer - in - charge with 1 km cartage.as per SI No.253

E/W in excavation in foundation in ordinary soil (Loam clay, or sand )including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches.as per SI No.251

Providing and laying in position in CC specified grade excluding the cost of centering, shuttering, finishing and reinforcement (1:6:12) with cement, fine sand and 40 mm gauge B/ballast i/c all as per PWD specification No. 273.

Class M-150 B/W in 1:4 cement and Coarse sand mortar of 1.25 mm FM mortar in foundation and plinth including supply of all materials. As per SI No. 305 (b)

Providing and laying Cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone ballast 20 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.as per SI No.279(b)

Interlocking Concrete Block PavementProviding and laying of interlocking concrete block pavment having thickness 80 mm as per Technical specification clause 1504.

S/F of Sign Board at site

deduction of competitive price efficincy @ 5%

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