ABCDEFGHIJKLMNOPQRSTUVWXYZ
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CLIENT'S INFORMATION:
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PROJECT ID:
CONTACT:
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E-MAIL ADDRESS:
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SCOPE:
Concrete & Excavation
PHONE NUMBER:
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Date:
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ITEM #DWG. #DESCRIPTIONQUANTITYUNITMATERIALLABORUNIT COST
(Labor + Material)
TOTAL COSTTRADE COST
8
GENERAL REQUIREMENTS
9
1Supervision1LS$0$0$0$0
10
2Permits1LS$0$0$0$0
11
3Final Clean-up1LS$0$0$0$0
12
4Mobilization Costs1LS$0$0$0$0
13
5Project Overheads1LS$0$0$0$0
14
6Bonds1LS$0$0$0$0
15
7Temporary Control & Facilities1LS$0$0$0$0
16
8Excavation4053CY$0$35$35$141,855
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Subtotal (General Requirements)$141,855
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19
DIVISION 03- CONCRETE
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Foundation
21
S-2.0Footing
22
(48" X 48" X 18") Isolated Footing (1 EA)
23
9Concrete0.89CY$500$250$750$667
24
10#6 Bar @ 12" O.C E.W72Lbs.$3$2$5$360
25
11Formwork24SF$1$1$2$48
26
12Excavation4CY$0$35$35$140
27
13Backfill4CY$0$30$30$120
28
29
(48' X 60" X 12") Isolated Footing (1 EA)
30
14Concrete0.74CY$500$250$750$556
31
15#5 Bar @ 12" O.C E.W50Lbs.$3$2$5$250
32
16Formwork18SF$1$1$2$36
33
17Excavation4CY$0$35$35$140
34
18Backfill4CY$0$30$30$120
35
36
(7' X 7'-3" X 12") Isolated Footing
(1 EA)
37
19Concrete1.88CY$500$250$750$1,410
38
20#6 Bar @ 12" O.C E.W183Lbs.$3$2$5$915
39
21Formwork29SF$1$1$2$58
40
22Excavation9CY$0$35$35$315
41
23Backfill8CY$0$30$30$240
42
43
(3' X 4'-2" X 12") Isolated Footing
(2 EA)
44
24Concrete0.92CY$500$250$750$693
45
25#5 Bar @ 12" O.C E.W63Lbs.$3$2$5$315
46
26Formwork29SF$1$1$2$58
47
27Excavation6CY$0$35$35$210
48
28Backfill6CY$0$30$30$180
49
50
(13' X 5' X 18") Isolated Footing
(1 EA)
51
29Concrete3.61CY$500$250$750$2,708
52
30#8 Bar @ 12" O.C E.W-T.B832Lbs.$3$2$5$4,160
53
31Formwork54SF$1$1$2$108
54
32Excavation11CY$0$35$35$385
55
33Backfill8CY$0$30$30$240
56
57
(10'-8" X 6'-4") Isolated Footing
(1 EA)
58
34Concrete3.75CY$500$250$750$2,814
59
35#8 Bar @ 12" O.C E.W-T.B865Lbs.$3$2$5$4,325
60
36Formwork51SF$1$1$2$102
61
37Excavation12CY$0$35$35$420
62
38Backfill9CY$0$30$30$270
63
64
(96" X 96" X 24") Isolated Footing
(3 EA)
65
39Concrete14.22CY$500$250$750$10,667
66
40#6 Bar @ 12" O.C E.W778Lbs.$3$2$5$3,890
67
41Formwork192SF$1$1$2$384
68
42Excavation32CY$0$35$35$1,120
69
43Backfill18CY$0$30$30$540
70
71
(108" X 108" X 21") Isolated Footing (1 EA)
72
44Concrete5.25CY$500$250$750$3,938
73
45#6 Bar @ 12" O.C E.W324Lbs.$3$2$5$1,620
74
46Formwork61SF$1$1$2$122
75
47Excavation13CY$0$35$35$455
76
48Backfill8CY$0$30$30$240
77
78
(120" X 120" X 24") Isolated Footing (2 EA)
79
49Concrete14.81CY$500$250$750$11,111
80
50#8 Bar @ 12" O.C E.W1408Lbs.$3$2$5$7,040
81
51Formwork160SF$1$1$2$320
82
52Excavation32CY$0$35$35$1,120
83
53Backfill18CY$0$30$30$540
84
85
(144" X 144" X 30") Isolated Footing (5 EA)
86
54Concrete66.67CY$500$250$750$50,000
87
55#8 Bar @ 12" O.C E.W4992Lbs.$3$2$5$24,960
88
56Formwork600SF$1$1$2$1,200
89
57Excavation110CY$0$35$35$3,850
90
58Backfill44CY$0$30$30$1,320
91
92
(156" X 156" X 36") Isolated Footing (5 EA)
93
59Concrete93.89CY$500$250$750$70,417
94
60#8 Bar @ 12" O.C E.W5824Lbs.$3$2$5$29,120
95
61Formwork650SF$1$1$2$1,300
96
62Excavation128CY$0$35$35$4,480
97
63Backfill35CY$0$30$30$1,050
98
99
(3' X 1') Strap Footing
(606 LF)
100
64Concrete67.22CY$500$250$750$50,417
101
65(4) #5 Cont. Bar3025Lbs.$3$2$5$15,125