Making of foundation for D.G. set

Amount

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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2 x 3 x 0.60 x 0.45 = 1.62 cum 2 x 2 x 0.60 x 0.45 = 1.08 cum

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand). (3 + 2) x 0.60 x 0.60 = 1.80 cum

Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand). (3 + 2) x 0.45 x 0.75 = 1.69 cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 3 x 2 x 0.20

Supplying and filling in plinth with river sand under floors including, watering, ramming consolidating and dressing complete. 2.70 x 1.70 x 1.00 = 4.59 cum

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement : 4 fine sand) 2 x (3 + 2) x 1.00 = 10.00 3 x 2 = 6.00 sqm

Total impact of GST for the purpose of CTC

M/S PRAKASH CHANDRA

Lakshman Prasad