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O Consent Agenda
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Jefferson County
Board of Commissioners
Agenda Request
To: Board of Commissioners
Philip Morley, County Administrator
From: Monte Reinders, Public Works Director/County Engineer
Agenda Date: August 6, 2018
Subject: Change Order No. 1
Dosewallips Road MP 1.67 Permanent Repair
County Project No. 18019960
Statement of Issue: Change Order No. 1 with Hanson Excavation, LLC. for
Dosewallips Road MP 1.67 Permanent repair, Project No. 18019960, County Road No.
250008.
Analysis/Strategic Goals/Pro's £t Con's: The objective of the project is to complete
the repairs to Dosewallips Road at the location of a slide in 2014.The work has been
completed and Change Order #1 is necessary to increase the total contract amount to
reflect actual final quantities for each bid item in the contract and to the add the
cost of additional work items added in response to unanticipated conditions
encountered during construction.
Fiscal Impact/Cost Benefit Analysis: This change order will increase the total
contract amount by $5,387.66 from $131,667.10 to $137,054.76 Construction of this
project is funded 90% by RAP grant funds administered by the County Roads
Administration Board.
Recommendation: Public Works recommends that the Board execute all three (3)
originals of Change Order No. 1 with Hanson Excavation, LLC and return two signed (2)
originals to Public Works for further processing.
Department Contact: Bruce D. Patterson, P.E., Project Manager, 385-9169.
Reviewed By:
"If
P'ip Morle Co my Administr for Date
JEFFERSON COUNTY
Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS Change Order No. 1
Date: 7/6/2018 CHANGE ORDER
Ordered by County Engineer under terms of
[]Section 1-04.4 of the Standard Specifications
Contract No. 18019960
LIChange proposed by Contractor To
Hanson Excavation, LLC
Endorsed by: Hanson Excavation, LLC 86 SE Banjo Ln.
r Firm Name Shelton,WA 98584
Air
7/ch/IN
Signature " Date
Title
Consent giv by Surety.'(when required) Project Title Dosewallips Road MP 1.67
Permanent Repair
By
Attorney-in-fact Date
You are ordered to perform the following described work upon receipt of an approved copy of this change order:
This change order will make the following changes to the contract:
1.Add item#24-Removal of Existing Culvert
2.Add item#25-Retaining Wall to Support Embankment
3.Add Item#26-Catch Basin Modifications
4. Add Item#27-Additional 2 foot post length for bid item#13 Guardrail (11' post installed
instead of the 9' post)
5.Adjust the quantities for existing pay items to reflect the actual quantities incorporated into the
project.
All work materials and measurement to be in accordance with the provisions of the standard specifications and
special provisions for the type of construction involved.
ORIGINAL CURRENT
CONTRACT CONTRACT NET CHANGE CONTRACT TOTAL
AMOUNT AMOUNT THIS ORDER AFTER CHANGE
$131,667.10 $131,667.10 $5,387.66 $137,054.76
ORIGINAL CURRENT CONTRACT TIME NEW CONTRACT
CONTRACT TIME CONTRACT TIME CHANGE(Add/Del) TIME
20 Working days (work
20 Working days 0 20
completed)
APPROVAL RECOMMENbp APP D VAL RECOMI'''DED
.\L-„...).34.."--....--........ . 7/10/18 . ti
Project Mai ager Date County Engin--+ Date
ROVAL R'I OMMENDED APPROVED
i'y6
Engineering Servi,es Manager Date Chair,Jefferson County Commissioners Date
JEFFERSON COUNTY
Contract No. 18019960
Sheet 2 of 2
I DEPARTMENT OF PUBLIC WORKS
1 I
___I_ Change
1
Date: 7/7/2017 CHANGE ORDER ESTIMATE Order No. _
ESTIMATED ESTIMATED
— — - - -
ITEM GROUP DESCRIPTION UNIT UNIT QUANTITY AMOUNT -
NO. NO, MEASURE PRICE CHANGE CHANGE
— - -- -
NEW ITEMS L
24 REMOVE EXISTING CULVERT LUMP SUM $1,128.00 1.00 $1,128.00
25 RETAINING WALL TO SUPPORT ENBANKMENT LUMP SUM $5,794.85 1.00 $5,794.85
26 CATCH BASIN MOFIFICATIONS LUMP SUM $1,340.00 1.00 $1,340.00
-,-
27 ADDITIONAL 2'POST LENGTH FOR BID ITEM 13 L.F. $21.00 62.50 $1,312.50
EXISTING ITEMS
—r-
5 LIGHT LOOSE RIPRAP C.V. $57.50 -4.7 ($270.25)
7 DUCTILE IRON SEWER PIPE 12 IN.DIAMETER L.F. $54.00 0.9 $48.60
8 CRUSHED SURFACING BASE COURSE TON $46.00 9.11 $419.06
9 HMW CL.1/2 IN.PG 64-22 TON $118.00 -13 ($1,534.00)
10 EROSION/WATER POLLUTION CONTROL EST. $1,000.00 -1 ($1,000.00)
11 EXTRUDEDCURB TYPE 3 L.F. $12.00 2.5 $30.00
12 BEAM GUARDRAIL TYPE 31 L.F. $45.50 -20 ($910.00)
13 BEAM GUARDRAIL TYPE 31 -9'LONG POST L.F. $54.00 12.5 $675.00
15 PAINT LINE LF $1.20 -210.5 ($252.60)
16 PLASTIC DRAINAGE MARKER EACH 40 2 $80.00
17 TEMPORARY PAVEMENT MARKING L.F. $1.00 -73.5 ($73.50)
19 FLAGGERS HOUR $50.00 -28 ($1,400.00)
- T-
1
-
I ESTIMATED NET CHANCE TOTAL: $5,387.66