HomeMy WebLinkAbout1138 ResolutionRESOLUTION NO. 1138
A RESOLUTION accepting the work done by Mahaffey Excavation and
Crane Service under Job No. 77-3-04, Richardson Park
Storm Sewer.
WHEREAS, the work done by Mahaffey Excavation and Crane
Service under Job No. 77-3-04, Richardson Park Storm Sewer, has been
examined by the City Engineer and the City Engineer found that the
work on said project has been completed in accordance with the plans
and specifications of said project, and it appears that the City
should now accept the same and concur in the Engineer's recommendation,
NOW, THEREFORE,
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF PASCO:
That the City Council concurs in the Engineer's recommendation
and finds that the work done under Job No. 77-3-04, Richardson Park
Storm Sewer, has been completed in accordance with the plans and
specifications of said project and that the same be and is hereby
accepted; and
That the Department of Labor and Industries and the Washington
State Tax Commission be notified of the acceptance of this work.
PASSED by the City Council of the City of Pasco, Washington,
this 19 day of December 1977.
J#e Tidrick, Mayor
ATT
E.e yn Wells, Deputy City Clerk
—.APPB.OVED �A�S �T�O F
K4
Michael E. Cooper, City Attorney
(SEMI
RJi KARDSON PARK STORM SEWER PROGRESS PAYMENT NO. 4 FINAL
CONTRACTOR: MAHAFFEY EXCAVATION FROM: October 24, 1977
THRU: November 10, 1977
AS
ITEM
UNITS OF
%
OF BID
NO.
DESCRIPTION QUANTITY
UNIT
UNIT
WORK
AMOUNT`"- QUANTITY
PRICE
COMPLETED
COMPLETED -
1.
Trench excavation &
backfill 30" pipe
3300
L.F.
5.00
3297: :..
16,485.00--?
99.90
2.
Trench excavation &
-
backfill 24" pipe.
1650
L.F..
3.80
1650-1
6,270.00 .100%
3.
Trench excavation 7
backfill 15" pipe
100
L.F..
3.80
100
380.00
100%
4.-
Trench excavation &
backfill 10" pipe
735
L.F.
2.50
710:
1,775:-00=----`-1-00%.
5.
Furnish & install
30" alum. pipe
3300
L.F. •
• � • 10.49
---3297 `-
34,585.5.3
100%
6.
Furnish & install
24" alum. pipe
1650
L.F.
7.07
1650
11,665:50---':'100%
7.
Furnish & install
15" alum. pipe
100
L.F-.
5.40
100
540...00,--.,-;
100%
8.
Furnish & install
10" alum. pipe
735
L.F.
3.8.0
710
2,698.00 .96.60
9.
Remove 24" conc. pipe
15
L.F.
5.00
15
75.00--100%
10.
R & R curb and gutter
96
L.F.
3.80
26
98.80
27%,
11.
Const. STD manhold
11
EA.
600.00
12
.7,200.00
109.1%
12.
Const. shallow manhole
3
EA.
500.00
2
-1,500.00
100%
13.
Additional manhole depth
11
L.F.
50.00
13
650.00
118.2%
14.
Const. catch basin.
31,
F
EA.
240.00
26
6,24.0.00
83.8% t
15.
Replace bituminous
11000
S.Y.
.85.
9640
8,194.00
87.6%
surface
16.
R & R asphalt concrete
600
S.Y.
9.50
296
2,812.00
49.3%
*PROJECT COMPLETE
CHANGE ORDERS 1 through 3
5,432.00
100%
OTAL AMOUNT EARNED
$ 106,600.83
LESS 6 DAY PENALTY (6 x
100 =.600)
-600.00
106,000.83
LESS 10% RETAINAGE
- 10,600.08
SUB
TOTAL
95,400.75
LESS PREVIOUS PAYMENT
- 84,686.43
AMOUNT
NOW DUE
$ 10,•714.32
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