Compound Wall Estimate.xlsx

	A	B	C	D	E	F	G	H	I	J	K	L	N	P
1	Compound Wall Estimate
2														`
3	S.No	Description	Nos			L	B	D	Qty	Rate	unit	Amount
4						In feet	In feet	In feet
5	1	Pile :
6		Driving bored cast in situ piles of
7		300mm dia to a depth of 2.5m from the
8		virgin G.L. (Labour Only)											228.6585366
9		Pile	1	x	6			6	36.00
10		Sundries							0.00
11									36.00	130	rft	4,680
12	2	Earthwork:
13		Earthwork in excavation including disposal
14		of earth; disposed earth to be levelled and
15		neatly dressed.
16		Grade Beam	1	x	1	50	1	1.5	75.00
17		Sundries							0.00
18									75.00	12	cft	900
19	3	River Sand Filling:
20		Supplying and filling with river sand
21		including, watering, ramming consolidating
22		and dressing complete.	1	x	1	50	1.25	0.50	31.25
23		Sundries							0.50
24									31.75	46	cft	1,461
25	4	P.C.C:
26		P.C.C work: Providing and laying plain
27		cement concrete of 1:4:8 (1cement:
28		4 coarse sand: 8 graded stone aggregate)	1	x	1	50	1.25	0.50	31.25
29		Sundries							0.50
30									31.75	118	cft	3,747
31	5	8" Hollow Block
32		Supplying and executing 8" Hollow Block
33		including the cost of loading, lead and
34		unloading at site and inclusive the cost of
35		scaffolding.	1	x	1	50		7	350.00
36		Sundries							0.00
37									350.00	65	Sq.ft	22,750
38	6	Pointing
39		Providing and constructing Raised Pointing
40		for all the 8" Thk Hollow Block Joints
41		above ground level in CM 1:3	1	x	1	820		7	5740.00
42		Sundries							0.00
43									5740.00	15	Sqft	86,100
44
45	7	Reinforced Concrete Work:
46		R.C.C 1:1.5:3 mix using 20 mm stone
47		jelly for Pile, Column excluding fabrication of
48		RCC items and including cost and
49		conveyance of all materials labour etc.,
50		Pile	1	x	83	0.78		8	517.92
51		Grade beam	1	x	1	820	0.75	1	615.00
52		Column	1	x	83	0.75	0.75	8	373.50
53		Coping	1	x	1	820	0.83	0.16	108.90
54		Sundries							0.68
55									1616.00	187	Cft	302,191
56	8	Reinforcement:
57		Reinforcement for R.C.C work including
58		straightening, cutting, bending, placing
59		in position & binding all TMT bars	Assume 100Kg/m3
60			Qty as per item no 7						4.58	T
61		Sundries							0.02
62									4.60	63,000	T	289,561
63
64	9	Centering and Shuttering work:
65		Centering and shuttering including of
66		strutting, propping etc. and removal o
67		formwork for column & Grade Beams
68		Using MS Sheets
69		Grade Beam	1	x	2	820		1	1640.00
70		Column	1	x	83	3		8	1992.00
71		Sundries							0.00
72									3632.00	28	Sq.ft	101,696
73	10	Plastering:
74		Plastering with cement mortar 1:4
75		(1cement : 4 fine sand) of 12mm thickness.
76		Column	1	x	83	2		8	1328.00
77		Grade beam	1	x	2	820		1	1640.00
78		Coping (bottom+Top+ side)	1	x	1	820		1.25	1025.00
79		Sundries							0.00
80									3993.00	31	Sq.ft	123,783
81	11	Painting: Outer wall
82		Wall painting with exterior emulsion Paint
83		ACE (Asian brand) to give an even shade	1	x	2	820		8	13120.00
84		two coats							0.00
85									13120.00	18	Sq.ft	236,160
86	12	Supplying and Fixing of Barbed wire angle
87		(75x75x6) angle	1	x	83				83.00	1450	nos	120,350
88
89	13	Supplying and fixing of Barbed wire
90		8 lines	1	x	8	820			6560.00	19	Rft	124,640
91
92	14	Existing Chain link removing	1	x	1		726		726.00	28	Sq.ft	20,328
93
94	15	Existing fencing post Removing	1	x	137				137.00	170	nos	23,290
95
96	16	Site cleaning for 3mts on each side			Lumpsum							35,000
97
98											Rs. 1,496,636
99		(Rupees Twenty lac twenty nine thousand six hundred and eighty three only)
100	( P.T.O )