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ORDINANCE NO.
AN ORDINANCE authorizing expenditures from
the Municipal Contingency Fund for the
replacement of a City pedestrian and
vehicular bridge.
WHEREAS, the City Council of the City of Port Angeles
established by Ordinance Number 1897, a Municipal Contingency Fund
in accordance with RCW 35A.33.145;
AND, WHEREAS, on December 14 through December 17, the
City Public Works Department did make an emergency replacement
of the bridge on Second Street which accesses the City Center
Trailer Court;
AND, WHEREAS, the expenses resulting from this
emergency bridge replacement were deemed necessary and in the
interest of public welfare and safety, and were not reasonably
foreseeable at the time of the adoption of the regular City
budget;
NOW, THEREFORE, be it ordained by the City Council
of the City of Port Angeles that the sum of thirteen thousand
one hundred and fifty eight dollars and eighty five cents
($13,158.85) is hereby authorized from the 1979 Municipal Contin-
gency Fund in payment of construction costs for replacement of
said bridge.
PASSED by the City Council of City of Port Angeles,
Washington, at a regular meeting thereof held the 15th day of
January, 1980.
ATTEST:
City Clerk
APPROVED AS TO FORM:
City Attorney
NVOICE
GENERAL CONSTRUCTION COMPANY
P. O. BOX 24506 • SEATTLE, WASHINGTON 9$124 • (206) 767 -2344
CITY OF P0HT ANGEIRS
P. 0. Baz 1150
Port Angeles, WA 98362
Attn: Dave Flodstxoia
DATE
INVOICE NO_
JOB NO.
TERMS
YOUR ORDER NO.
Pecesib!tre 26s 1979
7912-0907
776..
Net.
To invoice you far labor, material and equipment to drive sheet piles and make
necessary repairs to Peabody Creek bridge as per attached copies of work author-
ization reports dated December 14, 15, 16, & 17. 1979.
FQUIFF T
P & I! Hydraulic Crane (Operated)
25 Ton Crane (Operated.)
Flatbed
Pickup
TOTAL WEI=
LABOR
Operator
7 hours @ 54.00
15 hours 9 63.00
12 hours @ 16.00
19 hrs. @ 4.00
2 hours ST @ 19.55
i3 hours (Diff. in ST to DT) @ 15.97
24 hrs. DT @ 35.52
Oiler 13 hours (Diff. in ST to DT) @ 14.98
21 hrs. DT @ 33.54
Foreman 61 hrs. ST @ 19.76
i5 hrs. DT @ 36.84
Pilebucks 1'9'9� bra. ST @ 17.64
44 bra. DT @ 32.61
Overhead & Profit @ 25%
TOTAL LABOR
Sheets - 31 ea. x 18` = 558 LF x 1.33/LF = 742 SF
742 SF x 27 lte /SF 20,034 lbs.
20,034 lbs. x .200 =
12 x 12 Buhr-ail
378.00
945.00
192.00
78.00
1,593.00
39.10
207.61
88.80
194.74
83.85
128.44
571.02
343.98
1..516.37
3.173.91
793.48
3.967.39
4,006.80
Continued . to Page 2 -
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INVOICE
• , • • •
. •
. •
• 1
- " •
GENERAL- CONSTRUCTION COMPANY
• P. 0. BOX 24506 • SEATI'LE, WASHINGTON 98124 • (206) 767-2344
▪ cater Or PORT ARLIS
Pago Two
• i"
DATE
INVOICE NO.
JOB NCI.
TERMS
• -
•
• Debar 26::71.979
. .
7v912::;rl.,. ,;
:,.,:
7746' -. . ...:. ".-4,43.2,1q,...,...p' -, :•.::, .
. - ' '"-- '''' 4.1Y.;;" • .,-. ',. - ..
, 7::::::::5' 4 7.ff•';- •• S •': ' ' • '''.- ''
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YOUR ORDER NO. . . ..,,02•
—
MAMMALS – (Coatinued)— • • --
14 x 14 – 8 ea. x 24* x 16.73 NOM ft 114
1,0oasymetr.
3.14 RBI x 20.00/KEIN ms, 628.00
4 x 12 – ap.atonite p43 x 25 xx4 RIFT = 2.8 NM
1,000
• 2.8 r4i x 6o0.00ihn4 1,680.00
Piles.- x 25 = 150' x 1.50 = 225.00
18 ea. Galv. 'Drifts - 3/4" x 24 a 1.62 = 2946
1 •PcocApptes
6,607.36
991.10,
Overhead & Profit a 153‘
TOTAL MAMMAL
TarAr.. DUE Inas MUNE
,4/C TA-)(
•
•
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t.
zam.1_24*
11158.85
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