08-092.00 Knife River: Appleway Ave Reconstruction,c ~_ ~~
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Washington Sta#e
depertmen# Of Tr~nsportaklon
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D2ke JuIV ~~, 208
Contrack Number TA-~92~
Federal Aid Number STPUL-364 (002]
Oantraot Title Appleay Avenue Reconskruotion Project
Change order Number ~
grime Oantraotor Knife River
[Ordered by Engineer under the terms of Eectian 1-04.4 of khe #anclard specifications
^ Proposed by Cgntrector
indorsed By surety Consent
Cpnlr~Gkpr Attam$y of Foci
DAte ~ D~ae
Onginal Cerrtract Amount $ 4,~85,85J_95
Durrent antract Amount ~ 4,87.73#.95
estimated Net Change This Change 1,757.4
Es#imated ion#rac# Tokal After Change ~ 4,9,492.45
Approval Reg~ired Region ^ Olympia service Oenker [Local Agency
If the amounk aokhorize~ in the Local Agency Agreement is exceeded arld federal Funds are not available for this
change, khe Local Agenc'! will assume khe kotal cast of this change Order,
Apr el Recommended ^Approved
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~~
Projeck Engineer Apprevin utFrority pee C.A. Agreement
~~~~
Dat Date
^ Ap#rcval Recommended ^Approved A~praved
By Approving Aukhoriky per O_A. Agreement
Date Date
CQ$^9~
CIiA\~GE ORD.~+ ~2
Page 2 of 4
Contract No: TA-2922
This Contract is revised as follows:
Description of Work
Change Order No. 2
The Drywells located in the linear swales along the north side of Appleway Avenue
Project are in close proximity to a to an 8" Asbestos Concrete (AC) water main. This
water main is located just north of the drywell locations. Due to the fragile nature and
elevation of the water main the required amount of drain rock surrounding the drywells
will need to be placed further to the south.
This will cause the drywall rock surrounding the structures to extend into the roadway.
When drywall rock is located under areas of a paved surface a 4" concrete slab is
required to be poured to cap the drain rock. The concrete cap will only need to be
placed over the portion of the drain rock that extends into the roadway.
18.5 cubic yards of concrete was placed for the 10 drywalls along Appleway.
Materials
Commercial Concrete shall meet the requirements of section 6-02 of the Standard
Specifications.
Construction Requirements
Work shall meet the requirements of sections of 6-02 of the Standard Specifications.
Measurement
"Commercial Concrete", per cubic yard per section 6-02.4.
Payment
"Commercial Concrete", per cubic yard per section 6-02.5.
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CHAi~iGE ORDER
Page 3 of 4
Contract No: TA-2922
Change Order No. 2
Item No. Item Description Unit Unit Price Est. Qty. Est... Amt.
Measure Change Change
NIA Commercial Concrete for Drywells CY $95.00 18.5 S1,757.50
TOTAL $1,757.50
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Page 4 of 4
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Washington Stato Dopa-tment of TranSpo-tatlon
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