Commercial GC Sample.xlsx

	A	B	C	D	E	F	G	H	I	J	K	L	M
1
2				PROJECT :
3				ADDRESS :
4
5												DATE	13-Oct-25_)
6	ITEM #	Drawing	CSI NO	DESCRIPTION	QTY. for single unit	No. of units	TOTAL QUANTITY	WASTE	QTY. W/ WASTE	UNIT	TOTAL UNIT COST	ITEM COST	TRADE COST

7			030000	CONCRETE									$ -
8				BUILDING 1,2,3,4:
9	1	1/S1.03		(4'10"W) Reinforced Thickened Slab Footing	23	4	92	5%	96	cy		$ -
10	2			Expansion Joints	344	4	1376	5%	1,445	lf		$ -
11
12	3			(3'6"W) Reinforced Thickened Slab Footing	54	4	216	5%	227	cy		$ -
13	4			Expansion Joints	1056	4	4224	5%	4,435	lf		$ -
14
15	$5			(1'6"Wx3'D) Exterior Wall Reinforced Concrete Footing	88	4	351	5%	368	cy		$ -
16	6			Rigid Insulation @ Exterior Wall Footing	3150	4	12600	5%	13,230	sf		$ -
17
18	7			(4" Thick ) Reinforced Concrete Slab w/ (8"x3'D) Edging	22	4	89	5%	94	cy		$ -
19	8			4" Void Form Under Slab	605	4	2420	5%	2,541	sf		$ -
20	9			4"T Stone Underlaymend	605	4	2420	5%	2,541	sf		$ -
21
22	10			(2'x2'x12"D) Isolated Concrete Footing F-20	1	4	5	5%	5	cy		$ -
23	$11			(2'6"x2'6"x12"D) Isolated Concrete Footing F-25	2	4	7	5%	8	cy		$ -
24	12			(3'6"x3'6"x12"D) Isolated Concrete Footing F-36	3	4	11	5%	11	cy		$ -
25
26	13			4" Slab On Grade w/ WWF (Excl. Areas for Thickened Edges)	8206	4	32824	5%	34,465	sf		$ -
27	14			10 MIL Vapor Barrier	10999	4	43996	5%	46,196	sf		$ -
28	15			4" Compacted Crushed Stone Base	10999	4	43996	5%	46,196	sf		$ -
29
30	16			(18"Dia) Reinforced Concrete Pier P-1	212	4	848	5%	890	cy		$ -
31
32				CLUBHOUSE
33	17	S1.03		(3'6"W) Reinforced Thickened Slab Footing	3	1	3	5%	3	cy		$ -
34	18			Expansion Joints	56	1	56	5%	59	lf		$ -
35
36	19			(1'6"Wx3'D) Exterior Wall Reinforced Concrete Footing	30	1	30	5%	31	cy		$ -
37	20			Rigid Insulation @ Exterior Wall Footing	1065	1	1065	5%	1,118	sf		$ -
38
39	21			(4" Thick ) Reinforced Concrete Slab w/ (8"x3'D) Edging	9	1	9	5%	10	cy		$ -
40	22			4" Void Form Under Slab	253	1	253	5%	266	sf		$ -
41	23			4"T Stone Underlaymend	253	1	253	5%	266	sf		$ -
42
43	24			(3'0"x3'0"x12"D) Isolated Concrete Footing F-30	1	1	1	5%	1	cy		$ -
44
45	25			4" Slab On Grade w/ WWF (Excl. Areas for Thickened Edges)	2202	1	2202	5%	2,312	sf		$ -
46	26			10 MIL Vapor Barrier	2300	1	2300	5%	2,415	sf		$ -
47	27			4" Compacted Crushed Stone Base	2300	1	2300	5%	2,415	sf		$ -
48
49	28			(18"Dia) Reinforced Concrete Pier P-1	53	1	53	5%	56	cy		$ -
50
51			000004	MASONRY									$ -
52	29	RW3 RW4		12" Thick Allen block retainging wall	269	1	269	5%	282	sf		$ -
53	30			Geotaxtile fabric	269	1	269	5%	282	sf		$ -
54	31			12" crush aggregate cusion (269 sf)	10	1	10	5%	10	cy		$ -
55	32			6" Thick Crushed stone leveling pad	1525	1	1525	5%	1,601	sf		$ -
56	33			4" Perforaed HDPE pipe	610	1	610	5%	641	lf		$ -
57			000005	METAL									$ -
58	34	A1.01 A1.02 A3.02		Metal hand rail	61	4	244	5%	256	lf		$ -
59	$35			42" Metal gaurd rail at stairs	75	4	299	5%	314	lf		$ -
60	36			42"H Metal railing at balcony	93	4	371	5%	390	lf		$ -
61			000006	WOOD PLASTICS AND COMPOSITES									$ -
62				FRAMING
63				BUILDING 1,2,3,4:
64				Floor Framing:
65	$37	1/S2.01		(2) 2x6 Wood Post WP1	220	4	880	5%	924	lf		$ -
66	38			(3) 2x6 Wood Post WP2	80	4	320	5%	336	lf		$ -
67	$39			(2) 2x4 Wood Post WP3	40	4	160	5%	168	lf		$ -
68	40			(3) 2x4 Wood Post WP4	80	4	320	5%	336	lf		$ -
69	$41			(4) 2x4 Wood Post WP5	80	4	320	5%	336	lf		$ -
70				(6x6) Southern Yellow Pine No.2 WP6
71
72	42			Holdowns HD1	8	4	32	0%	32	EA		$ -
73
74
75	$43			(2) 1 3/4"x16" Microllam LVL WB-1	110	4	440	5%	462	lf		$ -
76	44			(2) 2x10 Southern Pine P.T WB-4	32	4	128	5%	134	lf		$ -
77	$45			(3) 2x10 Southern Pine P.T WB-5	112	4	448	5%	470	lf		$ -
78	46			(3) 2x10 SPF No.1/No.2 WB-6	35	4	140	5%	147	lf		$ -
79
80	47			2-2x8 Ledger	54	4	216	5%	227	lf		$ -
81	48			2x10 Ledger	110	4	440	5%	462	lf		$ -
82
83	$49			(2) 2x8 Header H-1	378	4	1512	5%	1,588	lf		$ -
84
85	$50			Lintel L-1	165	4	660	5%	693	lf		$ -
86
87	51			Girder Trusses	15	4	60	5%	63	lf		$ -
88	52			16" Pre-Engineered Floor Trusses @2'O.C	9510	4	38040	5%	39,942	sf		$ -
89	53			2x10 No.1/No.2 Spruce/Pine/Fir @16" O.C FJ-1	502	4	2008	5%	2,108	sf		$ -
90	54			2x10 P.T Southern Yellow Pine No.2 @16" O.C FJ-2	655	4	2620	5%	2,751	sf		$ -
91
92	55			3/4" Gypsum Cement Over Acoustic Floor Mat	10013	4	40052	5%	42,055	sf		$ -
93	$56			3/4" T&G OSB Subfloor	10013	4	40052	5%	42,055	sf		$ -
94
95	57			3" Concrete Topping @ Balcony	655	4	2620	5%	2,751	sf		$ -
96	58			3/4" Plywood Decking @ Balcony	655	4	2620	5%	2,751	sf		$ -
97
98				Low Roof:
99	59	1/S2.01		Pre-Engineeered Roof Trusses @24" O.C	255	4	1020	5%	1,071	sf		$ -
100	60	1/S2.01		5/8" Ext. Grade Plywood Sheathing	286	4	1144	5%	1,201	sf		$ -