RES 93-45 FINAL ROLL ASSESSMENT FOR LID NO.15City of Bainbridge Island, Washington
RESOLUTION NO. 93-45
A RESOLUTION of the City of Bainbridge Island, Washington, fixing a time and
place for public hearing on the final assessment roll for Local Improvement
District No. 15, and directing that notice thereof be given in the manner required
by law.
WHEREAS, the final assessment roll for Local Improvement District No. 15, which was created
and established by Ordinance No. 91-39 passed by the City Council on December 5. 1991, has
been prepared as provided by law and is on file with the City Clerk and it is necessary to fix
the date for a public hearing thereon before the City Council; NOW, THEREFORE,
BE IS RESOLVED BY THE CITY COUNCIL OF THE CITY OF BAINBRIDGE ISLAND,
WASHINGTON, that the public hearing on the final assessment roll for Local Improvement
District No. 15, Alder Street Road Improvements, will be held before the City Council at 7:02
p.m. at the Fire District Multi-purpose room, 8895 Madison Avenue N., Bainbridge Island,
Washington on December 16, 1993. The City Clerk is instructed to cause notice to be given
both by mailing and publication as required by law.
PASSED by the City Council this _4th_ day of _November , 1993.
APPROVED by the Mayor this _4th_ day of _November _, 1993.
Sam J. pato, Mayor
ATTEST/AUTHENTICATE:
'4� (' 0-e-7, (,-)-) � 'Aa� t-,
S san P. Kasper, City Clerk
FILED WITH THE CITY CLERK: October 28, 1993
PASSED BY THE CITY COUNCIL: November 4, 1993
RESOLUTION NO. 93-45
MEMORANDUM
DATE: 25 October 1993
TO: Bill Bryan, PE, Director of Public Works
FROM: Tom Herriott, PE, City Engineer,/0-111
RE: LID # 15 Cost Change
We have finished the construction on the LID #15 contract. There have been some
changes to the contract amount. I request that you request City Council increase the
contract with Fury Construction Company by a total of $44,639.25. The changes were
due to changes in quantity and also to changed conditions. The cost changes on the
contract are for both LID #15 and the Wing Point water main upgrade. A breakdown
of the costs is as follows:
BID
ITEM
ESTIMATED
ACTUAL
COST
ITEM DESCRIPTION
QUANTITY
QUANTITY INCREASE
2
Common excavation
100
cy
1520
cy
$21,300.00
4
6 inch side sewer
266
if
360
if
846.00
5
Sanitary manhole
3
ea
2
ea
< 1,250.00>
6
12 inch storm drain
80
If
100
If
160.00
10
8 inch quarry rock
30
to
57.28
to
491.04
11
8 inch water line
2245
if
2370
if
2062.50
12
8 inch gate valve
11
ea
12
ea
500.00
16
Blow -off assembly
1
ea
2
ea
650.00
19
Double service connection
10
ea
9
ea
< 400.00>
21
Base course
495
cy
765
cy
4,056.60
22
Top course
240
cy
330
cy
990.00
23
Asphalt
400
to
470.34
to
3,868.70
25
Imported backfill
935
cy
971.45
cy
437.40
26
Crushed gravel
200
cy
152.52
cy
< 1,075.20>
27
Pavement repair
1700
sf
713
sf
< 2,220.75>
29
Gravel base
95
to
608.16
to
7,697.40
31
Mirafi 500x fabric
00
sy
373.33
sy
746.66
SUBTOTAL QUANTITY CHANGES $38,860.35
These quantity changes were due primarily to poorer soil conditions than anticipated.
Changes in bid items 2, 10, 21, 25, 26, 27, 29, and 31 are all due to the poor soil.
The soil we encountered was laden with organic material, silt and clay. We had to
remove much more of the native material than anticipated and then back fill with
quality structural material. The fabric was used to help bridge some of the weaker
spots to preclude more excavation.
Changed conditions:
1. Remove large rock from Wing Point water line $ 1,768.32
2. Extra labor to locate water service (could not find) 686.88
3. Adjust existing CBs and manholes 3,323.70
SUBTOTAL CHANGED CONDITIONS $ 5,778.90
TOTAL INCREASE IN CONTRACT AMOUNT $44,639.25
I certify that these changes were necessary to complete the project as designed and
recommend that the contract be increased by $44,639.25 to a new total of $194,690.75.
I