QUANTITY OF MATERIALS

WRD: 5. LIFT IRRIGATION WORKS

QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES

Item no	Description of work	Unit	Quantity of materials required per unit quantity of work
WRD			steel kg	cement kg	sand/Fa cum	Ca cum
5.8	Structural steel	Kg	1.025	---	---	---
5.9.1	M-15 ( 40 mm CA ) for foundation filling	cum	---	245.40	0.430	0.880
5.9.2	M-20 ( 40 mm CA ) for foundation filling	cum	---	305.00	0.380	0.860
5.10	M-20 ( 40 mm CA ) for bed lining	cum	---	308.00	0.380	0.860
5.11	M-20 ( 40 mm CA ) for side lining	cum	---	308.00	0.380	0.860
5.12	M-20 ( 20 mm CA ) for side lining	cum	---	338.40	0.420	0.760
5.13	M-20 ( 40 mm CA ) for walls / piers	cum	---	308.00	0.380	0.860
5.14	M-20 ( 20 mm CA ) for walls / piers	cum	---	338.40	0.420	0.760
5.15	M-20 ( 20 mm CA ) for columns	cum	---	338.40	0.420	0.760
5.16	M-20 ( 20 mm CA ) for pump floor	cum	---	338.40	0.420	0.760
5.17	M-20 ( 20 mm CA ) for tie-beams / roof	cum	---	338.40	0.420	0.760
5.18	M-20 ( 20 mm CA ) for cut-off wall / apron	cum	---	338.40	0.420	0.760
5.19	M-20 ( 40 mm CA ) for paving	cum	---	338.40	0.420	0.760
5.20	UCR masonry in CM 1:4	cum	---	275.40	0.430	0.880
5.21	Size stone masonry in CM 1:4	cum	---	0.320	0.410	1.020
			Bricks nos	cement kg	sand/fa cum	Ca /stone cum
5.22	Burnt breck masonry in CM 1:4	cum	497.00	100.70	0.270	---
5.23	CC block masonry in CM 1:4	cum	58.40	59.00	0.160	---
			steel kg	cement kg	sand/Fa cum	Ca stone cum
5.24	CGI sheet roofing	sqm	11.45	---	---	---
5.25	GI sheet ridge	Rm	11.50	---	---	---
5.26	Cement mortar pointing in CM 1:3	sqm	---	3.00	0.006	---
5.27	12 mm thick plastering in CM 1:3	sqm	---	6.10	0.013	---
5.28	20 mm thick plastering in CM 1:3	sqm	---	10.20	0.021	---
5.33.1	Steel door	sqm	---	12.80	0.030	0.03
5.33.2	Steel door	sqm	---	6.00	0.010	0.03
5.34.1	Steel wimdow	sqm	---	8.30	0.016	0.03
5.34.2	Steel window	sqm	---	14.10	0.030	0.03
5.35	Acid resistant tiling / dadooing in CM 1:3	sqm	---	9.30	0.020	---
5.36	Granolithic flooring in CC 1:1:2	sqm	---	21.40	0.014	0.029
5.37	Chain link mesh fencing	Rm	88.00	6.00	0.012	0.024
5.38	Railing	Rm	1.56	4.60	0.008	0.005
			soil cum	cement kg	sand/fa cum	ca stone cum
5.39	Back-filling	cum	1.20	---	---	---
			pipe kg	cement kg	sand /fa cum	ca stone cum
5.40.1	Supplying 800 mm 18 ksc PSC pipe	Rm	420.00	---	---	---
5.40.2	Supplying 1000 mm 18 ksc PSC pipe	Rm	540.00	---	---	---
5.40.3	Supplying 1200 mm 18 ksc PSC pipe	Rm	660.00	---	---	---
5.41.1	Supplying 800 mm K-9 Ductile iron pipe	Rm	265.00	---	---	---
5.41.2	Supplying 1000 mm K-9 Ductile iron pipe	Rm	378.00	---	---	---
5.41.3	Supplying 1200 mm K-9 Ductile iron pipe	Rm	508.00	---	---	---
5.48	Sand blanket below embankment	sqm	---	---	0.225	---
			soil cum	cement kg	sand/fa cum	ca/stone cum
5.49	Road embankment excavated soil	cum	1.20	---	---	---
5.50	Road embankment borrow area soil cum	cum	1.20	---	---	---
5.51.1	Grade II metalling	cum	0.32	---	---	1.180
5.51.2	Grade III metalling	cum	0.33	---	---	1.220
5.52	30 cm th dry stone pitching	sqm	---	---	---	0.350

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 form any incidental works such as mortar layer at lift joints, repair of honey-combs 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.
Steel ( Reinforcement & Structural ) 2.50 percent.

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