PERMFILE42581

• Permit No: C1982056A
• IBM Index Class Name: Permit File
• Doc Date: 3/30/2005
• Section_Exhibit Name: Appendix A Bond Calculations
• Media Type: D
• Archive: Yes

h11293-')') BONU CALCULATION (13ELTOU'f 13AC~
• A. i\.lutcrial iuuuv;d
I . Slruclurc (includes disposal)
a) Conveyor Su~uc[ure, elevated
430 linear feet x $25.00 / If = $ 10.750.110
h) Drive structure, steel
30' x 30' x 10' = 9,000 cf ~ $0.17 /cf = $ 1,530.(1(1
c) h1CC building, metal
12' x 16' x 10' = 1,920 cf ~ $0.17 /cf = $ 326.40
d) Ben[ # I (4-leg, assumes metal cover/box around frame, max dim.)
80' x 20' x 20' = 32,000 cf x $0.17 /cf = $ 5,440.00
c) Bent N2 (2-leg, treat as metal building/steel I-beam)
55' x I6' .e 3' = 2,640 cf x $0.17 /cf = $ 448.80
Subtotal = $18,49520
Concrete removal
a) Bent foundations
(5) I'x 4' footers @ 16 Ifeach = RO If
plus (6) I'x 4' pier segments ~ 16 If each = 96 If
(assumes top 4 feet of each 48" pier removed and broken up)
176 If x $12.53 /If (cost for I'x 4' footers) _ $ 2.205.00
b) Drive structure foundation
(4) 2' x 3' pier se~,ments a, 6 If each = 24 If
(assumes top 4 feet of each 30" pier removed and broken up)
• 24 If x $14.19 /If (cost for 2'x 3' footers) _ $ 340.56
c) MCC building slab and foundation
56 If of I'x 4' concrete footer @ $12.53 /If = $ 794.64
12'x IG' concrete slab (6")= 192 sf@ $3.01 /sf = $ 577.92
d) Take-up support slab
7' x I I' concrete slab (6") = 77 sf @ $3.01 /sf = $ 231.77
Subtotal = $ 4,149.89
Subtotal (From 1 and 2) _ $22,645.09
B. Disposal
1. Concrete
Befit foundations 176'x I'x 4' = 704 of = 26 CY
Drive foundations 24'x 2'x 3' = 144 cf = 5.3 CY
MCC bldg. 56'x 1'x 4' =224 cf = 8.3 CY
12'x 16'x 0.5'= 96 cf = 3.6 CY
Take-up slab 7'x I I'x 0.5'= 38.5 cf = 1.4 CY
Subtotal (44.6 CY ~ $5.06 /CY on site disposal) _ $ 225.68
2. Power line removal/disposal
400 If @ $1.72 /If = $ 722.40
Subtotal = $ 23,593.17
17.37%Admin.= _ $ 4,098.13
•
Total $ 27,691.30
Say = $ 28,000.00
M R 97- 154 40 10/2/97