MASONRY BRICK WORK

	MASONRY BRICK WORK WITH 25CM BRICKS (ANALYSIS OF RATES - 2006)
Sl. No	Description	Qunatity required	Unit	Rate Rs. P	Amount Rs. P	Remarks
(1)	(2)	(3)	(4)	(5)	(6)	(7)
1	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:3) in foundation and plinth per cum.
a)	Material	350 nos	1000 nos	2192	767.20
	K.B. Brick 25cm × 12cm x 8cm	0.28 cum	cum	29	8.12
	Sharp sand (screened and washed)	0.093 cum	cum
	Cement	1.33 Qtl	Quintal	341	453.53
b)	Labour
	Mason special	0.35 nos	Each	85	29.75
	Mason 2nd class	1.05 nos	Each	75	78.75
	Man mulia	1.41 nos	Each	55	77.55
	Women mulia	1.41 nos	Each	55	77.55
	Preparing mortar and getting water etc.	0.14 nos	Each	55	7.70
c)	Overhead Charges @ 10 % on (a+b)				150.02
	Total (a+b+c) =				1650.17
				Say	1650.20	/Cum

2	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:4) in foundation and plinth per cum.
a)	Material
	K.B. Brick 25cm × 12cm x 8cm	350 nos	1000 nos	2192.00	767.20
	Sharp sand (screened and washed)	0.28 cum	cum	29.00	8.12
	Cement	0.07 cum	cum
		1 qtl	Quintal	341.00	341.00
b)	Labour
	labour same as per item 1				271.30
c)	Overhead Charges @ 10 % on (a+b)				138.76
	Total (a+b+c) =				1526.38
				Say	1526.40	/cum
3	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth per cum.
a)	Material
	K.B. Brick 25cm × 12cm x 8cm	350 nos	1000 nos	2192.00	767.20
	Sharp sand (screened and washed)	0.28 cum	cum	29.00	8.12
	Cement	0.047 cum	cum
		0.672 qtl	Quintal	341.00	229.15
b)	Labour
	labour same as per item 1				271.30
c)	Overhead Charges @ 10 % on (a+b)				127.58
	Total (a+b+c) =				1403.35
				Say	1403.30	/cum
4	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:8) in foundation and plinth per cum.
a)	Material
	K.B. Brick 25cm × 12cm x 8cm	350 nos	1000 nos	2192.00	767.20
	Sharp sand (screened and washed)	0.28 cum	cum	29.00	8.12
	Cement	0.035 cum	cum
		0.501 qtl	Quintal	341.00	170.84
b)	Labour
	labour same as per item 1				271.30
c)	Overhead Charges @ 10 % on (a+b)				121.75
	Total (a+b+c) =				1339.21
				Say	1339.20	/cum
5	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:12) in foundation and plinth per cum.
a)	Material
	K.B. Brick 25cm × 12cm x 8cm	350 nos	1000	2192.00	767.20
	Sharp sand (screened and washed)	0.28 cum	cum	29.00	8.12
	Cement	0.0235 cum	cum
		0.336 qtl	Quintal	341.00	114.58
b)	Labour
	labour same as per item 1				271.30
c)	Overhead Charges @ 10 % on (a+b)				116.12
	Total (a+b+c) =				1277.32
				Say	1277.30	/cum
6	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in clay in foundation and plinth per cum.
a)	Material
	K.B. Brick 25cm × 12cm x 8cm	350 nos	1000 nos	2192.00	767.20
	Clay mortar as per S/R Item No.20 in rate of material	0.32 cum	cum	37.00	11.84
b)	Labour
	Mason 2nd class	1.05 nos	Each	75.00	78.75
	Man mulia	1.05 nos	Each	55.00	57.75
	women mulia	1.05 nos	Each	55.00	57.75
c)	Overhead Charges @ 10 % on (a+b)				97.33
	Total (a+b+c) =				1070.62
				Say	1070.60	/cum
7	Brick work with K.B. bricks 25cm x 12cm x 8cm having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in lime mortar (1:2) in foundation and plinth per cum.
a)	Material
	K.B. Brick	350 nos	1000 nos	2192.00	767.20
	Ghooting lime(unslaked)	0.15 cum	cum	1720.00	258.00
	Sharp sand (screened and washed)	0.3 cum	cum	29.00	8.70

b)	Labour
	Labour same as item No.1				271.30
	Grinding lime mortar vide no 1 of Conc.excluding	0.3 cum	cum	176.95	53.09
	10 % OHC and 2% T&P				135.83
c)	Overhead Charges @ 10 % on (a+b)				1494.12
	Total (a+b+c) =			Say	1494.10	/cum

8	Honey comb masonry with 25cm ×12cm ×8cm size Kiln burnt bricks having crushing strength not less than 75 kg/cm2 in cement mortrar (1:4) and plastered with 16mm, thick cement mortar (1:6) including white washing 2 coats Per 1 sqm
a)	Material
	Kiln burnt bricks as specified	61 nos	1000 nos	2192.00	133.71
	Cement 0.02 cum	0.286 qtl	Quintal	341.00	97.53
	Sharp sand (screened and washed)	0.08 cum	1cum	29.00	2.32

b)	Labour	0.54 nos	Each	75.00	40.50
	Mason 2nd class	0.22 nos	Each	55.00	12.10
	Man mulia	0.32 nos	Each	55.00	17.60
	women mulia
	White washing 2 coats with
	shell lime excluding 10% OHC and 2% T&P	3.50 sqm	1 sqm	3.86	13.51
c)	Overhead Charges @ 10 % on (a+b)				31.73
	Total (a+b+c) =				349.00
				Say	349.00	/Sqm
9	Wattle and dub walling including 12mm Mud plaster on both sides per 1sqm
a)	Material
	Non-sal bullah 75mm mean dia	1.31 mtr	Mtr	33.00	43.23
	Belangi bamboo 2.51cm to 7.7cm & 4m to 6m	0.54 nos	100nos	1700.00	9.18
b)	Labour
	Man mulia for cutting Green things and brush wood	1.11 nos	Each	55.00	6.05
	Man mulia for cutting Bullahs to required size
	spliting the bamboos fixing the bullah in the pits
	after excavating and typing twigs etc.	1.16 nos	Each	55.00	8.80
	Women mulia for applying
	mud plaster on both sides	1.11 nos	Each	55.00	6.05
c)	Overhead Charges @ 10 % on (a+b)				7.33
	Total (a+b+c) =				80.64
				Say	80.60	/Sqm
10	Mud walling per 1cum clay mortar (paddle, clay mixed with sand in suitable proportion)	1.00 cum	cum	37.00	37.00
a)	Labour
	Man Mulia	1.41 nos	Each	55.00	77.55
	Women mulia	0.71 nos	Each	55.00	39.05
b)	Overhead Charges @ 10 % on (a)				15.36
c)	2% sundries& T&P				3.07
	Total (a+b+c) =				172.03
				Say	172.00	/Sqm
Notes				Unit	Rate
(i)	For brick masonry in superstructure add extra to wards extra labour and scaffolding to the rate in foundation and………..			cum	33.00
(ii)	For brick arch masonry work not exceeding 1.5m. Span add extra for scaffolding and centering to the rate for brick work in superstrucutre.			cum	66.20
(iii)	For brick masonry in well steining add extra towards extra labour for scaffolding and lowering materials to the rate in foundation and plinth			cum	46.20
(iv)	For brick masonry in item for first floor and subsequent higher floors add 15 percent extra labour over and above the rates of next lower floor.
(v)	For honey comb brick masonry in first floor and subsequent higher floors add 15 percent extra labour over and above the rates of next lower floor.
(vi)	For brick masonry with different quality of bricks add or subtract the difference in cost of bricks from respective items of rates.
(vii)	For brick masonry with 23cm.×11cm.×8cm. Size brick 400 nos. of bricks are required for one cum. of masonry. Labour and material components remain the same in that for respective items of brick masonry with 5cm.×12cm.×8cm. size bricks.
(viii)	For brick masonry work below ground level beyond 1.5m. and upto 4.5m. depth add 15 percent extra labour over and above the rates of the respective items for lowering the material.
(ix)	For brick masonry work below ground level beyond 4.5 m. and upto 7.5m. depth add 20 percent extra labour over and above the rates of the respective items for lowering the material.
(x)	10 percent excess on the above rates will be allowed in works being executed inside jail premises.

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