ESTIMATE - CHASE HILL VILLAGE, 15698 CHASE HILL SAN ANTONIO, TEXAS - Copy (2) - Copy - Copy - Copy.xlsx

	A	B	C	D	E	F	G
2	Project Name:	CHASE HILL VILLAGE, 15698 CHASE HILL SAN ANTONIO, TEXAS
3
4	ITEM #	DESCRIPTION	QUANTITY	UNIT	UNIT COST (Labor+ Material)	TOTAL COST (Labor+ Material)	TRADE COST
5		Division 01 — General Requirements
6		Supervision	1.0	LS	0.0	$0
7		Permits	1.0	LS	0.0	$0
8		Final Cleanup	1.0	LS	0.0	$0
9		Mobilization Costs	1.0	LS	0.0	$0
10		Project Overheads	1.0	LS	0.0	$0
11		Bonds	1.0	LS	0.0	$0
12		Temporary Control & Facilities	1.0	LS	0.0	$0
13		Subtotal (General Requirements)					$0
14		02 — Site Construction
15		SITE WORK
16	1	1- ASPHALT CONCRETE PAVING	9249.76	SQ FT	4.5	$41,624
17	2	2- 4" PAINTED STRIPING @ 12" O.C. @ 45"	144.23	SQ FT	2.0	$288
18	3	3- CONCRETE DRIVEWAY	256.51	SQ FT	5.6	$1,436
19	4	5- 8' CURB OPENING	8.06	FT	15.0	$121
20	5	6- 4" PAINTED PARKING LOT STRIPING	495.89	FT	2.5	$1,240
21	6	8- 6" CURB	446.3	FT	15.0	$6,695
22	7	9- 6" CONCRETE WALK	713.98	SQ FT	5.0	$3,570
23	8	10- CONCRETE SLAB	784.8	SQ FT	6.5	$5,101
24	9	11- 5' CONCRETE SIDWALK	134.24	SQ FT	5.0	$671
25	10	12- BICYCLE RACK	1	EA	500.0	$500
26	11	VEGETATIVE STRIPS	868.65	SQ FT	2.0	$1,737
27	12	94' - 2'X1' CONC. CHANNEL	94.04	FT	35.0	$3,291
28	13	BACK FLOW (R/P)	2	EA	500.0	$1,000
29	14	PROPOSED 8" SANITARY SEWER LINE	349.74	FT	17.0	$5,946
30	15	PROPOSED SANITARY SEWER MANHOLE	4	EA	250.0	$1,000
31	16	PROPOSED WATER SERVICE/ WITH METER	2	EA	650.0	$1,300
32		DEMOLITION
33	17	TREE 03 8" LIVE OAK TO BE REMOVED	1	EA	85.0	$85
34	18	TREE 02 12" LIVE OAK TO BE REMOVED	2	EA	100.0	$200
35	19	TREE 05 14" LIVE OAK TO BE REMOVED	1	EA	110.0	$110
36	20	TREE 06 14" LIVE OAK TO BE REMOVED	1	EA	110.0	$110
37	21	TREE 01 14" LIVE OAK TO BE REMOVED	1	EA	110.0	$110
38		LANDSCAPING
39	22	COMMON BERMUDA CYNODON DACTYLON (SOLID SOD)	8190.0	SQ FT	1.2	$9,828
40		SHADE TREES
41	23	QS4-SHUMARD OAK QUERCUS SHUMARDII (4"CAL.)(14'-16' HEIGHT)(7'-9' SPREAD)	3	EA	400.0	$1,200
42	24	QM4-BURR OAK QUERCUS MACROCARPA (4"CAL.)(14'-16' HEIGHT)(7'-8' SPREAD)	2	EA	400.0	$800
43	25	QV4-LIVE OAK QUERCUS VIRGINIANA (4"CAL.)(14'-15' HEIGHT)(7'-9' SPREAD)	2	EA	400.0	$800
44	26	SS4-TEXAS MOUNTAIN LAUREL (4" TOT.CAL)(8'-10' HEIGHT)(5'-7' SPREAD)	3	EA	350.0	$1,050
45	27	PM4-MEXICAN SYCAMORE PLATANUS MEXICANA (4" CAL)(14'-16' HEIGHT)(7'-9' SPREAD)	2	EA	400.0	$800
46		SHRUBS
47	28	LCNG-NEW GOLD LANTANA (1 GAL)(10''-12'' HEIGHT)(8''-12'' SPREAD)(24"O.C.)	4	EA	90.0	$360
48	29	MC-GULF MUHLY (3 GAL)(18" HEIGHT)(10''-12'' SPREAD)(24"O.C.)	19	EA	135.0	$2,565
49	30	YR-SOFT LEAF YUCCA (5 GAL)(12"-14"HEIGHT)(12''-14" SPREAD)(30"O.C.)	6	EA	115.0	$690
50	31	DB-BICOLOR IRIS (5 GAL)(24"-30"HEIGHT)(24'' SPREAD)(24"O.C.)	33	EA	185.0	$6,105
51	32	SGF-AUTUMN SAGE SALVIA GREGII FLAME (3 GAL)(10"-12"HEIGHT)(8" SPREAD)(18"O.C.)	6	EA	90.0	$540
52	33	SL-MEXICAL BUSH SAGE SALVIA LEUCANTHA (3 GAL)(24"-30"HEIGHT)(24"-30" SPREAD)(36"O.C.)	1	EA	90.0	$90
53
54		Subtotal (Site Construction)					$100,964
55		Division 03 — Concrete
56	34	CUTTING & DISPOSAL OF SAND FOR FOUNDATION WORKS	210.0	CY	95.0	$19,950
57		CONCRETE SLAB
58	35	4" CONCRETE SLAB W/#4 @ 12" O.C. MIDDEPTH,OVER 4" THICK GRAVEL W/ 6 MIL POLYETHYLENE IN CONTACT WITH THE SLAB,TYP	69.1	CY	580.0	$40,052
59	36	4" LIGHT WEIGHT CONCRETE SLAB OVER METAL JOISTS W/ #3 REBAR REINFORCED @ 16" O.C	6052.9	SQ FT	6.8	$41,160
60	37	4" LIGHTWEIGHT CONCRETE SLAB OVER WOOD JOISTS W/ #3 REBAR REINFORCED @ 16" O.C	6333.1	SQ FT	7.2	$45,598
61		GRADE BEAM
62	38	12" WIDE X 24" DEEP INTERIOR GRADE BEAM W/ (2) # 6 BOTTOM AND (2) # 5 MID AND TOP BARS	65.3	CY	560.0	$36,593
63	39	16" WIDE X 36" DEEP INTERIOR GRADE BEAM W/ (2) # 6 BOTTOM AND (2) # 5 MID AND TOP BARS	8.1	CY	560.0	$4,514
64
65		Subtotal (CONCRETE)					$187,867
66		Division 04 — Masonry
67	40	10" CMU WALL (INSULATED CONCRETE BLOCK)	3577.0	SQ FT	18.0	$64,386
68
69		Subtotal (Masonry)					$64,386
70		Division 05 — Metals
71		FLOOR & ROOF FRAMING
72	41	60 K6 BOX METAL JOIST @ 2' O.C	1065.5	FT	8.2	$8,737
73	42	60 K6 METAL JOIST @ 4' O.C	952.3	FT	8.2	$7,809
74	43	8" X 8" X1/4" STEEL PLATE EMBEDDED INTO THE CONCRETE	16.0	EA	125.0	$2,000
75	44	STEEL BEAM W 27 X 84	30.3	FT	175.0	$5,294
76	45	J - STEEL I - BEAM W 24 X 62	74.8	FT	130.0	$9,719
77	46	8"X8" STEEL COLUMN	5.0	EA	185.0	$925
78		STAIR FRAMING
79	47	C 10 X 15.3 STEEL C-SHAPED STRINGERS	206.0	FT	33.0	$6,798
80	48	C 7 X 9.8 STEEL C-SHAPED LANDING	24.5	FT	19.5	$478
81	49	14GA STEEL PAN	1100.0	SQ FT	16.0	$17,600
82	50	4X4X1/4 STEEL POSTS	32.0	EA	85.0	$2,720
83	51	1.5" CONCRETE FILLED ON STEEL PAN	580.0	SQ FT	8.0	$4,640
84	52	1.5" DIA STEEL HANDAIL AND POST	212.6	FT	155.0	$32,953
85		Subtotal (METALS)					$99,672
86		Division 06 — Wood and Plastics
87		ROUGH CARPENTRY
88		FLOOR & ROOF FRAMING
89	53	WOOD OPEN WEB JOIST @ 2' O.C.	351.0	FT	13.0	$4,563
90	54	BOX JOIST @ 2' O.C	2528.0	FT	9.8	$24,774
91	55	LVL LUMBER JOISTS	894.8	FT	12.0	$10,738
92	56	2" X 10" WOOD JOIST @ 2' O.C	5784.1	SQ FT	7.5	$43,381
93	57	A - (2) 2" X 10" HEADER 6' - 3" TOTAL LENGTH	12.5	FT	11.0	$138
94	58	B - (2) 2" X 10" HEADER 3' - 7" TOTAL LENGTH	155.4	FT	11.0	$1,709
95	59	A - (2) 2" X 10" HEADER 6' - 3" TOTAL LENGTH	214.2	FT	11.0	$2,356
96	60	D - (2) 2" X 10" HEADER 3' - 4" TOTAL LENGTH	108.8	FT	11.0	$1,197
97	61	C - (2) 2" X 10" HEADER 2' - 11" TOTAL LENGTH	67.5	FT	11.0	$743
98	62	F - (2) 2" X 10" HEADER 3' - 10" TOTAL LENGTH	3.1	FT	11.0	$34
99	63	E - (2) 2" X 10" HEADER 7' - 6" TOTAL LENGTH	7.6	FT	11.0	$84
100	64	H - (2) 2" X 10" HEADER 7' - 8 1/2" TOTAL LENGTH	7.9	FT	11.0	$87
101	65	G - (2) 2" X 10" HEADER 3' - 8 1/2" TOTAL LENGTH	3.9	FT	11.0	$43