Estimation work sample.xlsx

	A	B	C	D	E	F	G	H	I
1	Sr No	Particulars Item Description	No	length	breadth	height	Quantity	Units	Remark
2	1	Excavation
3	1.1	foundation Footing for coumn
4		F1	3	2.48	1	0.7	5.21	cum
5		F2	6	2.38	0.86	0.7	8.60	cum
6		F3	1	5.58	0.86	0.7	3.36	cum
7						Total	17.16	cum
8
9	1.2	Pile bore hole		Dia	radius
10		PC1	2	0.38	0.19	3.658	0.83	cum
11		PC2	2	0.38	0.19	3.658	0.83	cum
12		PC3	1	0.38	0.19	3.658	0.41	cum
13		PC4	5	0.38	0.19	3.658	2.07	cum
14		PC5	2	0.45	0.225	3.658	1.16	cum
15						Total	5.31	cum
16
17	2	SHUTTERING
18	2.1	Foundation
19		Pile bore		dia
20		PC1	2	0.23	0.115	3.6858	5.49	Sqm
21		PC2	2	0.23	0.115	3.6858	5.49	Sqm
22		PC3	1	0.23	0.115	3.6858	2.74	Sqm
23		PC4	5	0.23	0.115	3.6858	13.72	Sqm
24		PC5	2	0.3	0.15	3.6858	7.23	Sqm
25						Total	34.68	Sqm
26
27		Pile Cap
28		PC1	2	0.55	0.55	0.55	2.42	sqm
29		PC2	2	0.5	0.5	0.5	2.00	sqm
30		PC3	1	0.5	0.5	0.5	1.00	sqm
31		PC4	5	0.5	0.55	0.55	5.78	sqm
32		PC5	2	0.5	0.55	0.55	2.31	sqm
33		Pedestal Column
34		C1	4	0.45	0.2	0.8	4.16	sqm
35		C2	6	0.4	0.2	0.8	5.76	sqm
36		C3	2	0.3	0.2	0.8	1.60	sqm
37		C4	8	0.2	0.2	0.8	5.12	sqm
38		Plinth beam
39		PB1	2	3.455	0.23	0.4	5.53	sqm
40		PB1	1	3.912	0.23	0.4	3.13	sqm
41		PB2A	1	4.344	0.23	0.3	2.61	sqm
42		PB2A	1	4.115	0.23	0.3	2.47	sqm
43		PB2A	1	2.286	0.23	0.3	1.37	sqm
44		PB2A	1	2.82	0.23	0.3	1.69	sqm
45		PB2	4	2.871	0.23	0.3	6.89	sqm
46		PB2	2	0.762	0.23	0.3	0.91	sqm
47		PB2	4	1.295	0.23	0.3	3.11	sqm
48		PB2	2	1.524	0.23	0.3	1.83	sqm
49		PB2	2	4.547	0.23	0.3	5.46	sqm
50		PB2	4	3.353	0.23	0.3	8.05	sqm
51		PB2	4	1.982	0.23	0.3	4.76	sqm
52		PB3	1	1.676	0.23	0.3	1.01	sqm
53		PB3	1	4.344	0.23	0.3	2.61	sqm
54		GB	1	1.804	0.23	0.3	1.08	sqm
55		GB	1	3.303	0.23	0.3	1.98	sqm
56		GB	1	2.286	0.23	0.3	1.37	sqm
57		Plinth Slab
58		S1	1	2.134	1.982	0.1	4.23	sqm
59		S1	1	2.82	1.829	0.1	5.16	sqm
60		S1	1	2.235	1.829	0.1	4.09	sqm
61		S1	1	3.353	2.3628	0.1	7.92	sqm
62		S1	1	3.353	2.82	0.1	9.46	sqm
63		S1	1	3.353	2.286	0.1	7.66	sqm
64		S1	1	2.871	2.362	0.1	6.78	sqm
65		S1	1	3.531	2.871	0.1	10.14	sqm
66		S1	1	2.744	2.362	0.1	6.48	sqm
67		S1	1	4.115	2.871	0.1	11.81	sqm
68		S1	1	4.344	3.455	0.1	15.01	sqm
69		S1	1	3.658	1.321	0.1	4.83	sqm
70		S1	1	5.284	0.8384	0.1	4.43	sqm
71		S1	1	2.286	1.524	0.1	3.48	sqm
72						Total	187.48	sqm
73
74	2.2	GF Column Roof Beam Slab
75		Gf Column
76		C1	4	0.45	0.2	3	15.60	sqm
77		C2	6	0.45	0.2	3	23.40	sqm
78		C3	3	0.3	0.2	3	9.00	sqm
79		C4	3	0.2	0.2	3	7.20	sqm
80		C4 UP TO PLINTH	8	0.2	0.2	3	19.20	sqm
81
82		GF LINTEL THROUGHOUT WALL AT 7'
83		9 INCH WALL	1	42.073	0.23	0.23	19.35	sqm
84		5 INCH WALL	1	20.807	0.125	0.125	5.20	sqm
85
86		Gf FLOOR ROOF BEAM
87		RB1	2	3.277	0.2	0.45	7.21	sqm
88		RB1	2	1.88	0.2	0.45	4.14	sqm
89		RB2	2	3.455	0.2	0.4	6.91	sqm
90		RB2	1	4.217	0.2	0.4	4.22	sqm
91		RB3A	1	4.319	0.2	0.3	3.46	sqm
92		RB3A	1	3.2777	0.2	0.3	2.62	sqm
93		RB3	2	4.319	0.2	0.3	6.91	sqm
94		RB3	2	3.277	0.2	0.3	5.24	sqm
95		RB3	4	2.997	0.2	0.3	9.59	sqm
96		RB3	3	3.76	0.2	0.3	9.02	sqm
97		RB3	1	3.099	0.2	0.3	2.48	sqm
98		CB2	2	0.711	0.2	4	11.66	sqm
99		CB3	4	1.321	0.2	0.3	4.23	sqm
100		HB	1	3.76	0.2	0.125	1.69	sqm