COMMUNITY HALL

Computation of quantity and the its cost is given below for this planed community hall.............i hope this will be helpful for vishwakarma yojana students........

It is designed for a village having population around 15000.

It contains one central hall with two multi-purpose room (can be used as kitchen) and one office.

Except it contains four rooms for residential purpose, two large size storage rooms for various storage purposes. There are two toilets blocks separate for men and women. It also have large ground open to sky which serves for various purposes and also have parking facility for comfort of their users.

We designed the hall in staad pro software in which following dimensions are taken as design dimension.

Beams 0.3*0.6 and 0.4*0.6.

Columns 0.4*0.6

Measurement Sheet

Sr no	Item of work	no	L m	B m	D/ H m	QUANTITY
1	Excavation in foundation for columns	37	0.7	0.9	0.7	16.31 m3
2	BBLC work in foundation	37	0.7	0.9	0.2	4.662 m3
3	Masonry work
	1 st footing	37	0.6	0.8	0.2	3.552
	2 ND footing	37	0.5	0.7	0.2	2.59
	3 rd. footing	37	0.4	0.6	0.1	0.888
						7.03 m3
4	Masonry work in super structure	1	304.6	0.2	3	182.76 m3
5	RCC work for all columns	37	0.4	0.6	3	26.64 m3
6	External plaster	1	152	-	3	456 m2
7	Internal plaster	1	462	-	3	1386 m2
8	RCC slab work	1	50	26	0.1	130 m3
9	Steel work
	In slab [(130*1)/100]*78.5 =102.05 q/m3=1025 kg					1025 kg
	In column [(26.64*1)/100]*78.5 =20.91 q/m3=2091 kg					2091 kg
10	Parapet wall	1	152	-	0.6	91.2 m2

Abstract Sheet

Sr No.	Items	Quantity	Unit	Rate Rs	Amount Rs
1	Earthwork in Excavation for columns including labour and machinery	16.31 m3	cum	205	3343.55
2	B.B.L.C in Foundation Base(1:3:6)	4.662 m3	cum	2604	12139
3	Brickwork in foundation up to plinth	7.03 m3	cum	3190	22481.94
4	R.C.C work 1:2:4 in columns	26.64 m3	cum	4937	131521.7
5	R.C.C work 1:2:4 in slabs and chajja fair finished excluding steel reinforcement and its bending but including centring and shuttering and binding steel- and labour work	130 m3	cum	4937	641810
6	Mild Steel including reinforcement in R.C.C works in slab	1025 kg	Kg	54.87	56241.75
	In column	2091 kg	kg	54.87	114733.17
7	1st Class Brickwork in 1:6 cement mortar:	304.6 m3	cum	3321	60676.32
8	12mm inside Plaster in 1:6 cement mortar	1386 m2	Sq. m	100	138600
	12mm outside Plaster in 1:6 cement mortar	456 m2	Sq. m	130	59280
9	Painting two coats over one coat of priming:	1842 m2	Sq. m	20	36840
10	Brickwork in parapet wall	91.2	Cum	399	38388.8
		Total =1358732
		3% Contingencies = 40800
		2% Work charged Establishment = 27170
		Add 8% for water supply works and sanitary works =108700
		Grand Total = 1535402 Say 15, 35,500 rs.