Balance work under head of construction of Mesuem at Bodhkharbo Monestry.

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil @50%

Ordinary Rock @30%

Hard Rock (B.P) @20%

Earth work in excavation by 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 @50%

Ordinary Rock @30%

Hard Rock (B.P) @20%

Dumping stone including cost of stones. In horizotal level, including carrige upto 25 km by MT.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Quasi-dressed stone masonary with white stone upto five floor level including levelling with cement sand mortar of 1:6 including dressing of the stone tobe done on one face, raking out of joints, curing and labour charge complet as directed by engineer incharge.