Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
3
Filling available excavated earth (excluding rock) in trenches, plinth.sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift
4
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
5
Brick Flat Soiling
6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources)
7
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
8
Half brick masonry with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
9
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
10
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of whiting
11
Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer all complete.
12
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
13
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