QUANTITY OF MATERIALS

WRD: 4. CANAL CROSS DRAINAGE 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
4.5	25 mm dia. anchor rod	Each	9.740	0.51	---	---
4.6	Providing & fixing reinforcement steel	kg	1.025	---	---	---
4.7	Foundation well cutting edge	tonne	1025.000
4.8	M-15 ( 40 mm CA ) for foundation filling	cum	---	245.40	0.428	0.877
4.9	M-15 ( 80 mm CA ) for foundation filling	cum	---	215.20	0.377	0.980
4.10	M-10 ( 40 mm CA ) for foundation filling	cum	---	225.20	0.428	0.877
4.11	M-10 ( 80 mm CA ) for foundation filling	cum	---	194.90	0.377	0.980
4.12	M-20 ( 40 mm CA ) for foundation filling	cum	---	275.80	0.423	0.860
4.13	M-20 ( 40 mm CA ) for sub-structure	cum	---	308.00	0.382	0.850
4.14	M-20 ( 20 mm CA ) for sub-structure	cum	---	338.40	0.418	0.764
4.15	M-15 ( 20 mm CA ) for sub-structure	cum	---	277.80	0.480	0.780
4.16	M-10 ( 20 mm CA ) for sub-structure	cum	---	257.50	0.470	0.770
4.17	M-20 ( 20 mm CA ) for well kerb	cum	---	335.30	0.420	0.76
4.18	M-20 ( 40 mm CA ) for well steining	cum	---	305.00	0.380	0.860
4.19	M-15 ( 20 mm CA ) for well bottom plug	cum	---	353.50	0.410	0.720
4.20	M-15 ( 40 mm CA ) for well top plug	cum	---	242.40	0.430	0.880
4.21	M-20 ( 20 mm CA ) for well cap	cum	---	338.40	0.420	0.760
4.22.1	M-15 ( 80 mm CA ) for piers	cum	---	217.10	0.380	0.980
4.22.2	M-15 ( 80 mm CA ) for abutments	cum	---	217.10	0.380	0.980
4.23.1	M-20 ( 40 mm CA ) for piers	cum	---	308.00	0.380	0.860
4.23.2	M-20 ( 40 mm CA ) for abutments	cum	---	308.00	0.380	0.860
4.24.1	M-10 ( 40 mm CA ) for piers	cum	---	227.20	0.430	0.880
4.24.2	M-10 ( 40 mm CA ) for abutments	cum	---	227.20	0.430	0.880
4.25	M-20 ( 40 mm CA ) for cantilever walls	cum	---	308.00	0.380	0.860
			stone cum	cement kg	sand /fa cum	Ca cum
4.26.1	M-15 ( 40 mm CA ) for piers	cum	---	247.50	0.430	0.430
4.26.2	M-15 ( 40 mm CA ) for abutment	cum	---	247.50	0.430	0.880
4.26.3	M-15 ( 40 mm CA & plums ) for piers	cum	0.255	217.10	0.370	0.730
4.26.4	M-15 (40 mm CA & plums) for abutment	cum	0.255	217.10	0.370	0.730
4.27	M-15 ( 40 mm CA ) for cast in-situ pipes	cum	---	247.40	0.430	0.880
4.28	M-15 ( 80 mm CA ) for cast in-situ pipes	cum	---	217.10	0.380	0.980
4.29	M-20 ( 20 mm CA ) for deck slab / kerb	cum	---	338.40	0.420	0.760
4.30.1	M-20 ( 20 mm CA ) for columns	cum	---	338.40	0.420	0.760
4.30.2	M-20 ( 20 mm CA ) for beams	cum	---	338.40	0.420	0.760
4.31	M-20 ( 20 mm CA ) for wearing coat	cum	---	338.40	0.420	0.760
4.32.1	M-20 20 mm CA) for ground level trough	cum	---	338.40	0.420	0.760
4.32.2	M-20 (20 mm CA) for aqueduct trough	cum	---	338.40	0.420	0.760
4.32.4	M-30 (20 mm CA) for aqueduct trough	cum	---	398.90	0.438	0.785
4.34	Filling foundation well with sand	cum	---	---	1.050	---
4.35.1	Providing 900 mm Ø bored pile M-20 CC	Rm	---	246.70	0.248	0.464
4.35.2	Providing 1000 mm Ø bored pile M-20 CC	Rm	---	304.50	0.306	0.573
4.35.3	Providing 1100 mm Ø bored pile M-20 CC	Rm	---	368.50	0.370	0.693
4.35.4	Providing 1200 mm Ø bored pile M-20 CC	Rm	---	438.50	0.440	0.825
4.35.5	Providing 1300 mm Ø bored pile M-20 CC	Rm	---	514.70	0.520	0.968
4.35.6	Providing 1400 mm Ø bored pile M-20 CC	Rm	---	596.90	0.600	1.122
4.35.7	Providing 1500 mm Ø bored pile M-20 CC	Rm	---	685.20	0.690	1.289
4.36.1	M-20 ( 20 mm CA ) for piers by pumping	cum	---	378.70	0.448	0.673
4.36.2	M-20 (20 mm ) for abutments by pumping	cum	---	378.70	0.448	0.673
4.36.3	M-20 (20 mm) for columns / bracings of aqueduct substructure by pumping	cum	---	378.70	0.448	0.673
4.37.	M-20 ( 20 mm CA ) for aqueduct trough by pumping concrete	cum	---	378.70	0.448	0.673
4.38	UCR masonry in CM 1:4 for sub-structure	cum	1.020	144.50	0.410	---
4.39	UCR masonry in CM 1:4 super structure	cum	1.020	144.50	0.410	---
4.40	CR 2nd sort masonry in CM 1:4 propn	cum	1.020	134.40	0.355	---
4.41	CR 1st sort masonry in CM 1:4 propn	cum	1.020	134.40	0.355	---
4.42	Pointing masonry in CM 1:2 propn	sqm	---	3.88	0.006	---
4.43	Pointing masonry in CM 1:3 propn	sqm	---	2.98	0.007	---
4.44	12 mm th. Plastering in CM 1:3 propn	sqm	---	6.14	0.013	---
4.45	12 mm th. Plastering in CM 1:4 propn	sqm	---	4.80	0.013	---
4.46	20 mm th. Plastering in CM 1:3 propn	sqm	---	10.20	0.022	---
4.47	20 mm th. Plastering in CM 1:4 propn	sqm	---	8.00	0.023	---
			Bs slab cum	cment kg	sand/fa cum	Ca cum
4.48.1	Roughly dressed BS slab coping in CM	sqm	0.105	7.50	0.002	---
4.48.2	One line dressed BS slab coping in CM	sqm	0.105	7.50	0.002	---
4.48.3	Two line dressed BS slab coping in CM	sqm	0.105	7.50	0.002	---
			steel kg	cement kg	sand/fa cum	Ca cum
4.49	M-15 CC coping ( 20 mm down CA )	cum	---	277.70	0.459	0.815
4.50	Railing	rm	1.56	3.50	0.003	0.006
4.51.1	Jointing hume pipe 300 mm dia	joint	---	0.10	10.010	---
			stone cum	cement cum	sand/fa cum	Ca cum
4.51.2	Jointing hume pipe 450 mm dia	Joint	---	17.50	0.022	---
4.51.3	Jointing hume pipe 600 mm dia	Joint	---	24.80	0.026	---
4.51.4	Jointing hume pipe 700 mm dia	Joint	---	32.50	0.032	---
4.51.5	Jointing hume pipe 800 mm dia	Joint	---	40.00	0.040	---
4.51.6	Jointing hume pipe 900 mm dia	Joint	---	45.00	0.046	---
4.51.7	Jointing hume pipe 1000 mm dia	Joint	---	50.00	0.051	---
4.51.8	Jointing hume pipe 1100 mm dia	Joint	---	57.60	0.061	---
4.51.9	Jointing hume pipe 1200 mm dia	Joint	---	67.70	0.071	---
			stone cum	soil cum	sand/fa cum	Ca cum
4.52	Rubble and sand filling for foundation	cum	1.020	---	0.408
4.53	CNS soil filling around pipes	cum	---	1.20	---	---
4.54	CNS soil filling above pipes	cum	---	1.20	---	---
			stone cum	cement kg	sand/fa cum	Ca cum
4.55	Providing & fixing km stone in M-10 CC	Each	0.100	24.00	0.040	0.090
4.56	Providing & fixing hm stone in M-10 CC	Each	0.010	24.00	0.040	0.090

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 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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