ESTIMATE - PROJECT SUMMERWOOD VETERINARY CLINIC.xlsx

	A	B	C	D	E	F	G
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4	PROJECT : SUMMERWOOD VETERINARY CLINIC (FRAMING ESTIMATE)
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7					Date:	7-Apr-26
8	ITEM #	DESCRIPTION	QUANTITY	UNIT	UNIT COST (Labor+ Material)	TOTAL COST (Labor+ Material)	TRADE COST
9		GENERAL REQUIREMENTS
10	1	Supervision (5%)	1	LS	0.0	$0
11	2	Permits (5%)	1	LS	0.0	$0
12	3	Final ClEAnup (0.2 Per SQ FT)	1	LS	0.0	$0
13	4	Mobilization Costs (5%)	1	LS	0.0	$0
14	5	Project OverhEAds (7.3%)	1	LS	0.0	$0
15	6	Bonds (8%)	1	LS	0.0	$0
16	7	Temporary Control & Facilities (5%)	1	LS	0.0	$0
17		Subtotal (General Requirements)					$0
18
19		DIVISION 05 - METAL
20		EXTERIOR WALLS (S1- 600S162-43 @ 12'' O.C metal studs)
21	8	DOUBLE 2X6 METAL STUDS @ 12" O.C. (367ea of 12' = 4404 FT)	4404	SQ FT	3.0	$13,212
22	9	SILL PLATE (METAL PLATES ASSUMED)	367	FT	1.2	$440
23	10	DOUBLE TOP PLATE	734	FT	1.2	$881
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25		INTERIOR WALLS (S2- 362S162-43 @ 12'' O.C. metal studs)
26	11	3-5/8" METAL STUDS @ 12" O.C. (451ea of 12' = 5412FT)	5412	SQ FT	2.5	$13,530
27	12	SILL PLATE	451	FT	1.2	$541
28	13	DOUBLE TOP PLATE	902	FT	1.2	$1,082
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30		NAILS AND CLIPS
31	14	(3) .148 Φ X 3- 1/4" NAILS	108	EA	0.3	$36
32	15	EDGE NAILING (TOP)	36	EA	0.3	$12
33	16	A34 CLIP EACH SIDE	72	EA	0.9	$61
34	17	(4) .148 Φ X 3- 1/4" NAILS	336	EA	0.3	$111
35	18	148 Φ X 3-1/4" NAILS @ 12" O.C.	1236	EA	0.3	$408
36	19	ROOF CLIPS	55	EA	0.9	$50
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38		METAL ROOFING
39	20	STANDING SEAM METAL ROOFING (THROUGHOUT), COLOR TO BE DECIDED LATER	7170	SQ FT	3.5	$25,095
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41		Subtotal (Metal)					$55,459
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43		DIVISION 06 - WOOD & PLASTIC COMPOSITES
44		SHEAR WALLS
45	21	SHEAR WALL TYPE P1 - SHEATHING 7/16" Oriented Strand Board (1) FACE W/ BLOCKING - BOTTOM TRACK 9" O.C. - SCREW EDGE @ 6" O.C. & FIELD 12" O.C.	27	FT	3.5	$95
46	22	SHEAR WALL TYPE P2 - SHEATHING 7/16" Oriented Strand Board (1) FACE W/ BLOCKING - BOTTOM TRACK 8" O.C. - SCREW EDGE @ 6" O.C. & FIELD 12" O.C.	69	FT	3.5	$242
47	23	SHEAR WALL TYPE P3 - SHEATHING 7/16" Oriented Strand Board (1) FACE W/ BLOCKING - BOTTOM TRACK 6" O.C. - SCREW EDGE @ 3" O.C. & FIELD 12" O.C.	87	FT	3.5	$305
48		HEADER BEAMS
49	24	HB1- BUILT-UP BOX DEADER -(2) 600S200-43 & - (2) 362T125-54 (1 TOP @ BOT)	166	FT	0.0	$0
50	25	HB2 BUILT-UP BOX DEADER -(2) 600S200-54@ - (2) 600T125-54 (1 TOP @ BOT)	34	FT	0.0	$0
51	26	HB3 BUILT-UP BOX DEADER -(2) 1000S200-68 & - (2) 600T125-54 (1 TOP @ BOT)	12	FT	0.0	$0
52		FLUSH BEAMS
53	27	FB1 ( 3-1/2''X9-1/4'' PSL )	13	FT	6.0	$77
54	28	FB2 ( 3-1/2'' X 11-1/4'' PSL )	11	FT	7.0	$74
55	29	FB3 ( 3-1/2'' X 11-7/8'' PSL )	23	FT	7.0	$158
56	30	FB4 ( 7'' X 11-7/8'' PSL )	19	FT	9.0	$175
57	31	FB5 ( 1-3/2'' X 11-1/4'' PSL )	10	FT	6.0	$60
58	32	FB6 ( 5-1/4'' X 11-1/4'' PSL )	36	FT	8.0	$288
59		JOISTS IN MEZZANINE
60	33	2X12 JOISTS @16" O.C. (545 SQ FT)	426	FT	6.5	$2,769
61		GIRDER TRUSS
62	34	GIRDER TRUSS	321	FT	0.0	$0
63	35	ROOF TRUSS: DETAIL	3391	FT	8.0	$27,128
64		total number of truss (in each)
65		length of Each
66	36	(12 / 17.52')	12	EA
67	37	(6 / 15.91')	6	EA
68	38	(3 / 18.58')	3	EA
69	39	(1 / 20.11')	1	EA
70	40	(10 / 17.39')	10	EA
71	41	(12 / 17.40')	12	EA
72	42	(12 / 17.41')	12	EA
73	43	(11 / 18.03')	11	EA
74	44	(1 / 5.22')	1	EA
75	45	(1 / 9.22')	1	EA
76	46	(1 / 13.22')	1	EA
77	47	(1 / 15.38')	1	EA
78	48	(1 / 13.52')	1	EA
79	49	(1 / 15.52')	1	EA
80	50	(13 / 17.14')	13	EA
81	51	(1 / 16.18')	1	EA
82	52	(1 / 14.18')	1	EA
83	53	(1 / 15.72')	1	EA
84	54	(1 / 13.78')	1	EA
85	55	(1 / 9.78')	1	EA
86	56	(1 / 5.78')	1	EA
87	57	(1 / 1.78')	1	EA
88	58	(1 / 1.25')	1	EA
89	59	(12 / 34.97')	12	EA
90	60	(6 / 33.70')	6	EA
91	61	(3 / 36.30')	3	EA
92	62	(1 / 37.63')	1	EA
93	63	(1 / 39.63')	1	EA
94	64	(1 / 41.63')	1	EA
95	65	(1 / 43.63')	1	EA
96	66	(1 / 45.63')	1	EA
97	67	(1 / 47.63')	1	EA
98	68	(1 / 49.63')	1	EA
99	69	(11 / 50.65')	11	EA
100	70	(9 / 26.40')	9	EA
101	71	(1 / 15.50')	1	EA