Compound wall rate analysis & Material Consumption

                                       Rate analysis & Material consumption

Sr.no	Description	Qty	Unit	Rate	Amount
3	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 fine sand : 8 graded stone aggregate  40 mm nominal size)
	cost for 1 m3
	Material
	stone aggregate : 40 mm nominal size	0.65	cum	1250.00	812.50
	(0.70 cu.m - 7.5 % for voids i.e. 0.05 =0.65 cum
	stone aggregate : 20 mm size	0.24	cum	1300.00	312.00
	coarse sand	0.47	cum	1200.00	564.00
	portaland cement	0.17	tonne	5700.00	969.00
	Carriage of Stone aggregate 40 mm nominal	0.65	cum	112.79	73.31
	size and above
	Carriage stone aggregate: 20 mm size	0.24	cum	103.77	24.90
	carriage of coarse sand	0.47	cum	103.77	48.77
	carriage of cement	0.17	tonne	92.24	15.68
	Labour
	Mason (average)	0.10	day	467.00	46.70
	beldar	1.63	day	368.00	599.84
	bhisti	0.70	day	407.00	284.90
	mixer hire charge	0.07	day	800.00	56.00
	vibrator ( needle 40 mm)	0.07	day	350.00	24.50
	sumdries	13.52	L.S	1.73	23.39
				TOTAL	3855.50
	ADD 1% Water charge				38.56
				TOTAL	3894.06
	ADD 15% Contractor profit				584.11
	cost for 1 m3			total	4478.16
4,5,6	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse  sand: 3 graded stone aggregate  20 mm nominal size)
	detail cost for 1 m3
	Material
	stone aggregate: 20 mm size	0.57	cum	1300.00	741.00
	stone aggregate: 10 mm size	0.28	cum	1300.00	364.00
	coarse sand	0.43	cum	1300.00	552.50
	cement (0.2833 cum)	0.40	ton	5700.00	2280.00
	carriage
	carriage stone aggregate: 20 mm size	0.57	cum	103.77	59.15
	carriage stone aggregate : 10 mm size	0.28	cum	103.77	29.06
	carriage coarse sand	0.43	cum	103.77	44.10
	carriage cement (0.2833 cum)	0.40	ton	92.24	36.90
	labour
	beldar	0.90	day	368.00	331.20
	collie	0.78	day	368.00	287.04
	bhisti	0.70	day	407.00	284.90
	mason 1st class	0.06	day	487.00	29.22
	mason 2nd class	0.06	day	448.00	26.88
	equipment
	concrete mixer 0.25 to 0.40 cum with hopper	0.07	day	800.00	56.00
	vibrator ( needle 40 mm)	0.07	day	350.00	24.50
	scaffloding	114.40	L.S	1.73	197.91
	Sundries	14.30	L.S	1.73	24.74
	coolie
	(extra labor for lifting material up to floor five level (0.75x2.5 = 1.88)	1.88	day	368.00	691.84
				TOTAL	6060.93
	ADD 1% Water charge				60.61
				TOTAL	6121.54
	ADD 15% Contractor profit				918.23
	cost for 1 m3			TOTAL	7039.77
8,9	Brick work using common burnt clay building brick having crushing strength not less than 35 kg/sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement :6 fine sand)
	cement mortar (1:6)
	Material
	cement	0.25	ton	5700.00	1425.00
	coarse sand	1.07	ton	1200.00	1284.00
	carriage
	carriage of cement	0.25	ton	92.24	23.06
	carriage of sand	1.07	ton	103.77	111.03
	Labour
	for measuring, carrying, depositing and mixing
	beldar	0.75	day	368.00	276.00
	bhisti	0.07	day	407.00	28.49
	hire and running mixer machine	26.91	L.S	1.73	46.55
	Sundires	13.52	l.s	1.73	23.39
	cost for 1 m3			total	3217.53
	Brick work
	Material
	Brick	0.49	no	4600.00	2272.40
	cement moratar (1:6)	0.25	cum	3217.53	804.38
	Sundires	2.73	l.s	1.73	4.72
	Labour
	mason (1st class)	0.47	day	487.00	228.89
	mason 2nd class	0.47	day	448.00	210.56
	coolie	1.80	day	368.00	662.40
	bhisti	0.20	day	407.00	81.40
	scaffloding	22.36	L.S	1.73	38.68
	(up to floor five level) coolie	1.13	day	368.00	415.84
				TOTAL	4719.28
	ADD 1% Water charge				47.19
				TOTAL	4766.47
	ADD 15% Contractor profit				714.97
	cost for 1 m3			TOTAL	5481.44
10	15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1cement : 6 fine sand).
	Cost for 10 sqm
	cement mortar (1:6)
	detail cost for 1 m3
	Material
	cement	0.25	ton	5700.00	1425.00
	sand	1.07	cum	760.00	813.20
	carriage of cement	0.25	ton	92.24	23.06
	carriage of sand	1.07	cum	103.77	111.03
	labor
	beldar	0.75	day	368.00	276.00
	bhisti	0.07	day	407.00	28.49
	hire and running mixer  machine	26.91	l.s	1.73	46.55
	Sundries	13.52	L.S	1.73	23.39
	cost for 1 m3			TOTAL	2746.73
	Material
	cement mortar (1:6)	0.17	cum	2746.73	472.44
	Labour
	mason	0.80	day	467.00	373.60
	coolie	0.88	day	368.00	323.84
	bhisti	0.99	day	407.00	402.93
	scaffolding & sundries	12.61	L.S	1.73	21.82
				TOTAL	1594.62
	ADD 1% Water charge				15.95
				TOTAL	1610.57
	ADD 15% Contractor profit				241.59
	cost for 10 sq.m			TOTAL	1852.15
	cost of 1 sq.m				185.22
11	Finishing wall with water proofing cement paint of required shade :13.44.1 New work (Two or more  coats applied @ 3.84 kg/ 10sq.m)
	detail cost for 10 sqm
	Material
	waterproofing cement paint	3.84	kg	38.00	145.92
	carriage of material	1.56	L.S	1.73	2.70
	Labour
	Painter	0.46	day	448.00	206.08
	coolie	0.23	day	368.00	84.64
	bhisti	0.10	day	407.00	40.70
	brusher and sandpaper	7.15	l.s	1.73	12.37
	Sundries	8.06	L.S	1.73	13.94
				TOTAL	506.35
	ADD 1% Water charge				5.06
				TOTAL	511.42
	ADD 15% Contractor profit				76.71
	Cost for 10 sq.m			TOTAL	588.13
	cost for 1 sqm				58.81
12	Providing and fixing concertina  coil fencing with punched tap concertina coil 600 mm Dia 10 meter openable length (total length 90 m) having 50 no's rounds per 6 meter length , up to  3 m height of wall with existing angle iron 'Y' shape placed 2.4 m or 3.0 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I clips to retain horizontal including necessary bolts or G.I barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape  (R.B.T)/spring core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and  weight 43.478 gm/meter (cost of M.S angle, C.C. blocks shall be paid separately)
	detail cost for 30 m length
	Material
	Punch tap concertina coil 600  mm 10m openable
	length (total length 90 m)
	having 50 nos of round bundles  30/10=3 bundles)	5.00	bund	675.00	3375.00
	RBT reinforced barbed wire	270.00	M	7.00	1890.00
	9 round x 30 =270 m
	Turn buckle and strengthening bolt	10.00	set	40.00	400.00
	G.I staple, clips etc	49.40	l.s	1.73	85.46
	Labour
	Labour for fixing straightening cutting of	1.00	day	368.00	368.00
	tape/ coils & wire
	blacksmit (1st class)	0.50	day	487.00	243.50
	blacksmit (2nd class)	0.50	day	448.00	224.00
				TOTAL	6585.96
	ADD 1% Water charge				65.86
				TOTAL	6651.82
	ADD 15% Contractor profit				997.77
	detail cost for 30 m length			TOTAL	7649.59
	cost for 1m length				254.99
13	structural steel work riveted bolted or welded in built up sections, trusses, fixing and position and applying a priming  coat of approved steel primer all complete
	for learn more
14	Painting with synthetic enamel  paint of approved brand and manufacture to give an even shade: 13.61.1 Two or more coats on new work
	detail cost for 10 sqm
	Material
	Synthetic enamel paint in black or	1.16	litre	170.00	197.20
	carriage	1.16	litre	6.00	6.96
	Labour
	painter	0.54	day	448.00	241.92
	collie	0.54	day	368.00	198.72
	brusher and sandpaper	6.76	L.S	1.73	11.69
	Sundires	8.06	L.S	1.73	13.94
				TOTAL	670.44
	ADD 1% Water charge				6.70
				TOTAL	677.14
	ADD 15% Contractor profit				101.57
	Cost for 10 sq.m			TOTAL	778.71
	cost of 1 sq.m				77.87