QUANTITY OF MATERIALS

Item no	Description of work	unit	Quantity of materials required per unit quantity of work
			murum cum	cement kg	sand/fa cum	stone cum
8.12	200x200x750 mm boundary stone fixing	Each	0.055			0.030
			stone cum	cement kg	sand/fa cum	ca cum
8.13	Temperary BM in CC 1:4:8	Each	0.030	9.10	0.025	0.050
8.14	Permanent BM in CC 1:3:6 with UCR wall	Each	0.320	262.00	0.600	1.000
8.16	Reconstruction of revetment	sqm		0.153
8.17	Reconstruction of rock-toe	cum			0.098
8.18	Resetting Shahbad slabs in CM 1:3	sqm		1.00	0.002
			soil cum	cement kg	sand/fa cum	ca cum
8.22	Impervious hearting with borrow area soil	cum	1.20	---	---	---
8.23	Semipervious casing with borrowarea soil	cum	1.20	---	---	---
8.24	Impervious hearting using dump area soil	cum	1.20	---	---	---
8.25	Semipervious casing using dumparea soil	cum	1.20	---	---	---
8.30	Cleaning gates by sand blasting	sqm	---	---	0.300	---
8.39	40 mm th shotcreting in CC 1:2:2 propn	sqm	---	25.50	0.032	0.032

Notes:

1. The quantities of materials specified in the above table are for loose volume.

2. The quantity of cement for cement concrete items includes requirement of cement for any incidental works such as mortar layer at lift joints, repair of honeycombs etc.

3. The quantities of materials are inclusive of wastage as under:
Cement 1.00 percent.
Sand / Fine aggregate 2.00 percent.
Coarse aggregate 2.00 percent.
Stones / Stone chips 2.00 percent.

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