DE- Residential Apartment-R00- Mail - 06.04.2025.xlsx

	A	B	C	D	E	F	G	H	I	J
1
2	PROPOSED CONSTRUCTION OF RESIDENTIAL BUILDING FOR M/S AT SALIGRAMAM , CHENNAI.
3
4	DETAILED ESTIMATION				Jerome				31.03.2025	R00
5
6	S.no	Description of Work	Nos		L	B	D	Qty	Total Qty	Unit
7
8	1	Site Clearing
9			1	1	16.40	29.60		485.44
10
11							LS	4.56
12									490.00	Sqm
13
14	2	Earth Work Excavation
15	a	Up to 1.5 m
16		PC 1	1	3	4.20	2.40	1.21	36.44
17		PC 2	1	11	3.80	2.30	1.13	108.64
18		PC 3	1	7	3.70	2.25	1.06	61.48
19		PC 4	1	4	3.60	2.20	0.98	31.05
20		PC 5	1	1	4.23	4.43	1.50	28.11
21		SC	1	1	2.40	2.40	1.50	8.64
22
23		Tie Beam
24		1A-H
25		PB9	1	1	0.52	0.98	0.53	0.27
26		PB4	1	1	2.87	0.98	0.68	1.91
27		PB9	1	1	0.57	0.98	0.53	0.30
28		2A-H
29		PB9	1	1	0.53	0.98	0.53	0.28
30		PB4	1	1	3.45	0.98	0.68	2.30
31		3A-H
32		PB9	1	1	0.53	0.98	0.53	0.28
33		PB4	1	1	3.45	0.98	0.68	2.30
34		3A-H
35		PB2	1	1	4.39	0.98	0.68	2.92
36		PB6	1	1	1.25	0.98	0.61	0.74
37		5C-H
38		PB10	1	1	1.00	0.98	0.53	0.52
39		6A-C
40		PB9	1	1	0.53	0.98	0.53	0.28
41		PB4	1	1	2.29	0.98	0.68	1.53
42		7C-H
43		PB10	1	1	1.33	0.98	0.53	0.69
44		8A-C
45		PB9	1	1	0.53	0.98	0.53	0.28
46		PB6	1	1	2.22	0.98	0.61	1.32
47		9C-H
48		PB6	1	1	3.28	0.98	0.61	1.94
49		10 A-H
50		PB3	1	1	3.21	0.98	0.68	2.14
51		PB6	1	1	1.17	0.98	0.61	0.69
52		A1-10
53		PB5	1	1	1.95	0.98	0.61	1.16
54		PB8	1	1	1.13	0.98	0.53	0.59
55		PB5	1	1	3.53	0.98	0.61	2.09
56		PB8	1	1	0.85	0.98	0.53	0.44
57		PB5	1	1	2.64	0.98	0.61	1.56
58		B1-10
59		PB5	1	1	3.38	0.98	0.61	2.00
60		PB8	1	1	2.38	0.98	0.53	1.24
61		PB5	1	1	7.54	0.98	0.61	4.47
62		PB8	1	1	2.10	0.98	0.53	1.09
63		PB5	1	1	3.71	0.98	0.61	2.20
64		C4-10
65		PB9	1	1	2.12	0.98	0.53	1.10
66		PB10	1	1	5.95	0.98	0.53	3.09
67		F1-4
68		PB5	1	1	3.37	0.98	0.61	2.00
69		PB8	1	1	2.38	0.98	0.53	1.23
70		PB5	1	1	3.36	0.98	0.61	1.99
71		H1-10
72		PB5	1	1	1.95	0.98	0.61	1.16
73		PB8	1	1	1.13	0.98	0.53	0.59
74		PB5	1	1	1.89	0.98	0.61	1.12
75		PB9	1	1	1.05	0.98	0.53	0.55
76		PB10	1	1	1.05	0.98	0.53	0.55
77		PB7	1	1	3.85	0.98	0.61	2.28
78
79							LS	2.48
80									330.00	Cum
81
82	b	1.5 m to 3.0 m
83		PC 5	1	1	4.23	4.43	1.21	22.58
84		SC	1	1	3.30	3.30	0.23	2.50
85
86							LS	4.91
87									30.00	Cum
88
89	2	Earth Filling
90		For Basement
91			1	1	9.64	23.32	0.53	119.15
92		Deduction
93		Lift Well	-1	1	1.60	1.80	0.53	-1.53
94		Basement Wall
95		1A-H	-1	1	7.69	0.23	0.53	-0.94
96		2A-H	-1	1	7.84	0.23	0.53	-0.96
97		3A-H	-1	1	7.84	0.23	0.53	-0.96
98		4A-H	-1	1	8.10	0.23	0.53	-0.99
99		5G-H	-1	1	1.48	0.23	0.53	-0.18
100		6A-D	-1	1	4.75	0.23	0.53	-0.58