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Home My WebLink AboutKnife River Corporation NW ~ 32500008 CITY OF TIGARD - CONTRACT SUMMARY & ROUTING FORM Contract Overview Contract/Amendment Number: 32500008a3 Contract Start Date: 7/24/2024 Contract End Date: 07/31/2025 Contract Title: PMP Pavement Rehabilitation Contractor Name: Knife River Corporation NW Contract Manager: Nichole George Department: PW-ENG Contract Costs Original Contract Amount: $2,067,591.91 Total All Previous Amendments: $113,500.00 Total of this Amendment: $11,911.00 Total Contract Amount: $2,193,002.91 Procurement Authority Contract Type: Public Improvement Procurement Type: PCR 10.075 Contract Amendments Solicitation Number: 2024-24 LCRB Date: 07/23/2024 Account String: Fund-Division-Account Work Order – Activity Type Amount FY 25 4128000-56005 95001-EXTERNAL-CONS $11,911.00 Contracts & Purchasing Approval Purchasing Signature: Comments: Extend scope and fee. DocuSign Routing Route for Signature Name Email Address Contractor Austin Cooksey Austin.cooksey@kniferiver.com City of Tigard Brian Rager brianr@tigard-or.gov Final Distribution Contractor Austin Cooksey Austin.cooksey@kniferiver.com Project Manager Nichole George nicholeg@tigard-or.gov CIP Manager Laura Barrie laurab@tigard-or.gov CIP Admin Shauna Large shauna@tigard-or.gov Buyer Rosie McGown rosie.mcgown@tigard-or.gov CITY OF TIGARD, OREGON AMENDMENT TO CONTRACT NUMBER 32500008 FOR PMP PAVEMENT REHABILITATION AMENDMENT #3 The Agreement between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called City, and Knife River Corporation NW, hereinafter referred to as Contractor, is hereby amended as follows: 1. COMPENSATION Section 3 of the Agreement is amended to increase the total potential compensation payable under the Agreement by Eleven Thousand Nine Hundred Eleven and No/100 Dollars ($11,911.00), to a new total of Two Million One Hundred Ninety-Three Thousand Two and 91/100 Dollars ($2,193,002.91). Total payments to Contractor for services under this Agreement, including but not limited to Services added by this amendment number 2, shall not exceed that new total without further amendment of the Agreement. 2. SERVICES TO BE PROVIDED Additional services to be included per the change order 4. Except as expressly provided in this contract amendment, all other terms remain unchanged. IN WITNESS WHEREOF, City has caused this Amendment to be executed by its duly authorized undersigned officer and Contractor has executed this Amendment upon signature and date listed below. CITY OF TIGARD KNIFE RIVER CORPORATION NW Signature Signature Printed Name Printed Name Date Date Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 Austin Cooksey 6/30/2025 Brian D. Rager 6/30/2025 Change Order Request #4 - Durham Bridge, Loops, and Tubular Delineators CCB #2101 QUOTATION Project Name:Tigard PM 2024 From:Doug Karmowski Location:Tigard, OR Quotation Date:6/16/2025 Owner:City of Tigard Customer:City of Tigard Address:Contact/Cell: ITEM #DESCRIPTION QUANTITY UNIT UNIT PRICE Allowable Markup TOTAL 1 Durham Revised Limits (Loops, Bridge, Delinators)1.00 LS 11,911.00$ 11,911.00$ BID TOTAL 11,911.00$ Knife River Corporation - Northwest 32260 Old Highway 34, Tangent, OR 97389 Phone (541) 918-5100 Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 SDSDSD SD SD SD SD WW W W W W W WWWXXXFO FOGGTV P SS FO FO SD SD 11+00 12+00 13+00 14+00 SS SS SSSD SD SD SD SD SD SD SD SD SD SD SD SD SD WW W W W W W W WWSD SS SS SS SS SS SS UGC UGC W FO XG G GG G G G PCAB P P P PCOSSOHPOHPOHP OHP OHP OHPFWSDSD SD 15+00 16+00 17+00 18+00 19+00 20+0 0 SW DURHAM ROAD PLANBEGIN TO STA 20+00C7 7 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECT0 SCALE IN FEET 20 40 SW CAROL ANN CTSW DURHAM RD SW 79TH AVE1.PLACE INLET SEDIMENT FILTERS OVER ALL CATCH BASINS IN PROJECT LIMITS. SEE DETAIL, SHEET D12. 2.PLACE INLET SEDIMENT FILTERS OVER ALL DOWNSTREAM CATCH BASINS TO CONTROL SEDIMENT LEAVING SITE. SEE DETAIL, SHEET D12. 3.INSTALL BIO-FILTER BAG CHECK DAMS ON ALL ROADSIDE DITCHES. INSTALL A MINIMUM OF 1 CHECK DAM PRIOR TO INLET PIPES/STRUCTURES AND AFTER OUTLET PIPES/STRUCTURES. SEE DETAIL, SHEET D12. EROSION CONTROL NOTES: PAVEMENT TREATMENT LEGEND PAVEMENT REHABILITATION. SEE TYPICAL SECTIONS SHEETS C5-C6. FOG SEAL IMPROVEMENT NOTES ADJUST EXISTING RIM, COVER OR FRAME TO FINISH GRADE. 1 INSTALL BI-DIRECTIONAL, BLUE, TYPE 1AR REFLECTIVE MARKER PERPENDICULAR TO EXISTING HYDRANT. COORDINATE TRANSVERSE LOCATION WITH ENGINEER. 2 CONSTRUCT CEMENT CONCRETE CURB RAMP. SEE SHEETS C17-C36 FOR RAMP SPECIFIC INFORMATION. COORDINATE WITH ENGINEER PRIOR TO FORMING/POURING CONCRETE. 3 INSTALL "CROSSWALK CLOSED" SIGN PER ODOT STANDARD DRAWING TM240, SHEET D5. COORDINATE SIGN PLACEMENT WITH ENGINEER. 4 PROTECT (P) OR REPLACE (R) MONUMENT BOX PER CITY OF TIGARD STANDARD DRAWING 170, SHEET D2. MONUMENT PIN TO BE SET BY OTHERS. 5MATCHLINE ~ SEE BELOW FOR CONTINUATIONMATCHLINE ~ SEE SHEET C8FOR CONTINUATIONMATCHLINE ~ SEE ABOVE FOR CONTINUATION8099 8062 8058 8044 8036 8028 8012 8000 7974 8176 795279627966 7882 7864 SW DURHAM RD 8100 8040 8040 7800 7844 7826 7798 7794 4 4 4 4 2 1 3 3 SEE DETAILS FOR STORMWATER IMPROVEMENTS, SHEET D10 1 1 1 PROTECT EXISTING TRAFFIC INDUCTIVE DETECTOR LOOPS 1 3 3 3 3 5P SEE SHEET C9 FOR STRIPING IMPROVEMENTS 2 5P 5P 1REVISION NO. 1WMW5/14/25HIGH PRESSURE GAS LINE NOTE: IF POTENTIAL SUBGRADE FAILURES ARE OBSERVED NEAR NW NATURAL FACILITIES, THE CONTRACTOR SHALL COORDINATE WITH NW NATURAL TO DETERMINE DEPTHS OF EXISTING UTILITIES. NO EXCAVATION SHALL TAKE PLACE ADJACENT TO THE GAS LINES BELOW THE PAVED SECTION WITHOUT DIRECT OVERSIGHT FROM NW NATURAL. 1 Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 SD SD SD SD SD SD SD SD SD SDSDSD SD SDSD WWWW W W W W W W WWWWWSS FO FO FO UGP X X X X OHP OHP SD 20+00 21+00 22+00 23+00 24+00 25+00 SS SD SD SD SD SDSDSD SD W W W W W W W 26+00 27+00 28+00 SW DURHAM ROAD PLANSTA 20+00 TO 28+70C8 8 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECT0 SCALE IN FEET 20 40 SW DURHAM RD SW DURHAM RD 1.PLACE INLET SEDIMENT FILTERS OVER ALL CATCH BASINS IN PROJECT LIMITS. SEE DETAIL, SHEET D12. 2.PLACE INLET SEDIMENT FILTERS OVER ALL DOWNSTREAM CATCH BASINS TO CONTROL SEDIMENT LEAVING SITE. SEE DETAIL, SHEET D12. 3.INSTALL BIO-FILTER BAG CHECK DAMS ON ALL ROADSIDE DITCHES. INSTALL A MINIMUM OF 1 CHECK DAM PRIOR TO INLET PIPES/STRUCTURES AND AFTER OUTLET PIPES/STRUCTURES. SEE DETAIL, SHEET D12. EROSION CONTROL NOTES: PAVEMENT TREATMENT LEGEND PAVEMENT REHABILITATION. SEE TYPICAL SECTIONS SHEETS C5-C6. FOG SEALSW 76TH AVEMATCHLINE ~ SEE ABOVE FOR CONTINUATIONMATCHLINE ~ SEE BELOW FOR CONTINUATIONMATCHLINE ~ SEE SHEET C7FOR CONTINUATION7750 7736 7724 7718 7706 7704 160687764 16068 7632 7632 NO SITUS 16135 IMPROVEMENT NOTES INSTALL BI-DIRECTIONAL, BLUE, TYPE 1AR REFLECTIVE MARKER PERPENDICULAR TO EXISTING HYDRANT. COORDINATE TRANSVERSE LOCATION WITH ENGINEER. 2 CONSTRUCT CEMENT CONCRETE CURB RAMP. SEE SHEETS C17-C36 FOR RAMP SPECIFIC INFORMATION. COORDINATE WITH ENGINEER PRIOR TO FORMING/POURING CONCRETE. 3 INSTALL "CROSSWALK CLOSED" SIGN PER ODOT STANDARD DRAWING TM240, SHEET D5. COORDINATE SIGN PLACEMENT WITH ENGINEER. 4 PROTECT (P) OR REPLACE (R) MONUMENT BOX PER CITY OF TIGARD STANDARD DRAWING 170, SHEET D2. MONUMENT PIN TO BE SET BY OTHERS. 5 FOLLOWING COLD PLANE REMOVAL AND PAVING, SAWCUT AND FILL JOINT PER BRIDGE END PANEL DETAIL, SHEET D12. COORDINATE JOINT LOCATION WITH INSPECTOR. 14 SAWCUT ALONG BOTH EDGES OF EXISTING BRIDGE PLUG JOINT TO A DEPTH OF 2" PRIOR TO COLD PLANE REMOVAL. SEE DETAIL, SHEET D12. 15 3 3 4 4 44 SEE SHEET C10 FOR STRIPING IMPROVEMENTS 2 2 5P 5P 5P 14 14 15 1 1 1REVISION NO. 1WMW5/14/25FANNO CREEK BRIDGE MATCHLINE ~ SEE SHEET C8.1FOR CONTINUATIONHIGH PRESSURE GAS LINE NOTE: IF POTENTIAL SUBGRADE FAILURES ARE OBSERVED NEAR NW NATURAL FACILITIES, THE CONTRACTOR SHALL COORDINATE WITH NW NATURAL TO DETERMINE DEPTHS OF EXISTING UTILITIES. NO EXCAVATION SHALL TAKE PLACE ADJACENT TO THE GAS LINES BELOW THE PAVED SECTION WITHOUT DIRECT OVERSIGHT FROM NW NATURAL. 1 Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 SS SS SS SD SD SD W W WSSSSSS WSD SD SD SD SD SD SDSDSD WW W W W W W W W SDSSSS SS SS SS SS SS SS SS SS SS OHP OHP OHP UGCSD SDSD G GG WUGPSS SD SS G SD 29+00 30+00 31+00 32+00 33+00 34+00 SW DURHAM ROAD PLANSTA 28+70 TO ENDC8.1 8.1 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECTSW 74TH AVE1.PLACE INLET SEDIMENT FILTERS OVER ALL CATCH BASINS IN PROJECT LIMITS. SEE DETAIL, SHEET D12. 2.PLACE INLET SEDIMENT FILTERS OVER ALL DOWNSTREAM CATCH BASINS TO CONTROL SEDIMENT LEAVING SITE. SEE DETAIL, SHEET D12. 3.INSTALL BIO-FILTER BAG CHECK DAMS ON ALL ROADSIDE DITCHES. INSTALL A MINIMUM OF 1 CHECK DAM PRIOR TO INLET PIPES/STRUCTURES AND AFTER OUTLET PIPES/STRUCTURES. SEE DETAIL, SHEET D12. EROSION CONTROL NOTES:PAVEMENT TREATMENT LEGEND PAVEMENT REHABILITATION. SEE TYPICAL SECTIONS SHEETS C5-C6. FOG SEALMATCHLINE ~ SEE SHEET C8FOR CONTINUATION7520 16135 IMPROVEMENT NOTES INSTALL BI-DIRECTIONAL, BLUE, TYPE 1AR REFLECTIVE MARKER PERPENDICULAR TO EXISTING HYDRANT. COORDINATE TRANSVERSE LOCATION WITH ENGINEER. 2 REPLACE EXISTING VEHICLE DETECTOR LOOPS WITH NEW 6-FT ROUND DETECTOR LOOPS IN APPROVED LOCATION IMMEDIATELY FOLLOWING WEARING COURSE CONSTRUCTION PER ODOT STANDARD DRAWING TM475, SHEET D7. COORDINATE WITH WASHINGTON COUNTY TRAFFIC STAFF PRIOR TO ALL DETECTOR LOOP REMOVAL AND REPLACEMENT WORK. 16 SEE SHEET C10 & C10.1 FOR STRIPING IMPROVEMENTS 1REVISION NO. 1WMW5/14/25SW UPPER BOONES FERRY RD0 SCALE IN FEET 20 40 SW DURHAM RD 22 PROTECT EXISTING CONCRETE TRAFFIC SEPARATOR CURB (TYP) PROTECT NEWLY CONSTRUCTED CONCRETE RAIL PANELS 1 16 HIGH PRESSURE GAS LINE NOTE: IF POTENTIAL SUBGRADE FAILURES ARE OBSERVED NEAR NW NATURAL FACILITIES, THE CONTRACTOR SHALL COORDINATE WITH NW NATURAL TO DETERMINE DEPTHS OF EXISTING UTILITIES. NO EXCAVATION SHALL TAKE PLACE ADJACENT TO THE GAS LINES BELOW THE PAVED SECTION WITHOUT DIRECT OVERSIGHT FROM NW NATURAL. Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 SD SS X X X X SD 20+00 21+00 22+00 23+00 24+00 25+00 SD SD OHP WSD 26+00 27+00 28+00 29+00 SW DURHAM ROADSTRIPING PLAN STA20+00 TO 29+50C10 10 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECT0 SCALE IN FEET 20 40 SW DURHAM RD SW DURHAM RD STRIPING NOTES 1.INSTALL NEW STRIPING AS CALLED OUT WITH , WHERE X REFERS TO PAVEMENT MARKINGS SHOWN ON ODOT STANDARD DRAWINGS ON SHEET D6-D7. 2.COORDINATE STRIPING LAYOUT WITH ENGINEER PRIOR TO PLACEMENT. MATCH EXISTING LAYOUT AT PAVEMENT RECONSTRUCTION LIMITS. COORDINATE TRANSITIONS TO EXISTING STRIPING WITH ENGINEER. XSW 76TH AVEMATCHLINE ~ SEE ABOVE FOR CONTINUATIONMATCHLINE ~ SEE BELOW FOR CONTINUATIONMATCHLINE ~ SEE SHEET C9FOR CONTINUATION7750 7736 7724 7718 7706 7704 160687764 16068 R-20L W-2 BBLSCHXING TWL R-40 BBL BS S BBL BS TWL R-40 TWL R-40 ELA ND R-40 ELA BS RRBBL BBL 5' 2' 11' 12' 11' 2' 5' 5' 2' 11' 12' 11'2' 5' 5' 2' 11' 12' 11'2' 5' 7632 7632 NO SITUS 7520 16135 SEE SHEET C8 & C8.1 FOR ROADWAY IMPROVEMENTS ELA 100' WD-2 WD-2 MATCHLINE ~ SEE SHEET C10.1FOR CONTINUATIONS 1REVISION NO. 1WMW5/14/25Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 SS SS SS SS OHP OHPUGP SS SD SS G SD 30+00 31+00 32+00 33+00 34+00 SW DURHAM ROADSTRIPING PLAN STA29+50 TO ENDC10.1 10.1 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECTSW 74TH AVESTRIPING NOTES 1.INSTALL NEW STRIPING AS CALLED OUT WITH , WHERE X REFERS TO PAVEMENT MARKINGS SHOWN ON ODOT STANDARD DRAWINGS ON SHEET D6-D7. 2.COORDINATE STRIPING LAYOUT WITH ENGINEER PRIOR TO PLACEMENT. MATCH EXISTING LAYOUT AT PAVEMENT RECONSTRUCTION LIMITS. COORDINATE TRANSITIONS TO EXISTING STRIPING WITH ENGINEER. XMATCHLINE ~ SEE SHEET C10 FOR CONTINUATION7520 SEE SHEET C8.1 FOR ROADWAY IMPROVEMENTSSW UPPER BOONES FERRY RDSW DURHAM RD 0 SCALE IN FEET 20 40 R-20L W-2 ELA BSRRD R-20 W-2 ESA ERA R-20R W-2 5' 13' 13.5' 12' 5' 12.5' 211' ELABS ERABS ESAWD-2BBLBS WD-2 W-2 D R-20 5' 12' 13.5' 12.5' 5' 16325 16255 REPLACE SIX (6) TUBULAR MARKERS IN EXISTING LOCATION. SEE WASHINGTON COUNTY STANDARD DETAIL 2300, SHEET D9. TERMINATE LONGITUDINAL STRIPING IMPROVEMENTS 10' WEST OF NEAREST CROSSWALK BAR 17.5' 17.5' 1 1REVISION NO. 1WMW5/14/25Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 DETAILS VIIID8 44 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECT1REVISION NO. 1WMW5/14/251 Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 DETAILS IXD9 45 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECT1 1REVISION NO. 1WMW5/14/25Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 DETAILS XIID12 48 OFNO.REVISIONBYDATEDRAWN BY:REV:DRAWING NO:DATE:DESIGNED BY:PROJECT NO:06/2024TB/CKTB52 TIG24PMPWMWONE INCHONE INCH AT FULL SCALE.IF NOT ONE INCH ADJUSTSCALE ACCORDINGLY01"CITY OF TIGARD2024 PAVEMENTREHABILITATION PROJECTEXISTING ASPHALTIC PLUG JOINT. SEE DETAIL THIS SHEET FOR PAVEMENT REMOVAL ADJACENT TO JOINT BRIDGE END PANEL DETAIL NTS SAWCUT 2" DEEP X 12" WIDE. FILL WITH TRAFFIC LOOP SEALANT. 2 1/2" GRIND AND INLAY. SEE TYPICAL SECTIONS, SHEET C5. EXISTING BRIDGE END PANEL EXISTING BRIDGE EXISTING AC PAVEMENT BRIDGE DECK SAWCUT 2 1/2" DEPTH AT EDGE OF EXISTING PLUG JOINT. ACP REMOVAL NEAR PLUG JOINT NTS 1 2 1/2" GRIND AND INLAY, SEE TYPICAL SECTIONS, SHEET C5 PROTECT EXISTING ASPHALTIC PLUG JOINT 1REVISION NO. 1WMW5/14/25Docusign Envelope ID: 33AB0667-A132-4AAA-AF35-27CCC3E9FAF0 CITY OF TIGARD - CONTRACT SUMMARY & ROUTING FORM Contract Overview Contract/Amendment Number: 32500008a2 Contract Start Date: 7/24/2024 Contract End Date: 07/31/2025 Contract Title: PMP Pavement Rehabilitation Contractor Name: Knife River Corporation NW Contract Manager: Nichole George Department: PW-ENG Contract Costs Original Contract Amount: $2,067,591.91 Total All Previous Amendments: $33,500.00 Total of this Amendment: $80,000.00 Total Contract Amount: $2,181,091.91 Procurement Authority Contract Type: Public Improvement Procurement Type: Formal ITB >$150K Solicitation Number: 2024-24 LCRB Date: 07/23/2024 Account String: Fund-Division-Account Work Order – Activity Type Amount FY 25 4128000 56005 95001-CONS $80,000.00 Contracts & Purchasing Approval Purchasing Signature: Comments: Extend end date, add additional bid items 20 & 30 DocuSign Routing Route for Signature Name Email Address Contractor Austin Cooksey Austin.cooksey@kniferiver.com City of Tigard Brian Rager brianr@tigard-or.gov Final Distribution Contractor Austin Cooksey Austin.cooksey@kniferiver.com Project Manager Nichole George nicholeg@tigard-or.gov Project Manager Shauna Large shaunal@tigard-or.gov Buyer Toni Riccardi tonir@tigard-or.gov CITY OF TIGARD - CONTRACT SUMMARY & ROUTING FORM Contract Overview Contract/Amendment Number: 32500008a1 Contract Start Date: 7/24/2024 Contract End Date: 07/31/2025 Contract Title: PMP Pavement Rehabilitation Contractor Name: Knife River Corporation NW Contract Manager: Nichole George Department: PW-ENG Contract Costs Original Contract Amount: $2,067,591.91 Total All Previous Amendments: 0 Total of this Amendment: $33,500.00 Total Contract Amount: $2,101,091.91 Procurement Authority Contract Type: Public Improvement Procurement Type: Formal ITB >$150K Solicitation Number: 2024-24 LCRB Date: 07/23/2024 Account String: Fund-Division-Account Work Order – Activity Type Amount FY 25 4128000 56005 95001-CONS $33,500.00 Contracts & Purchasing Approval Purchasing Signature: Comments: Extend end date, add funds DocuSign Routing Route for Signature Name Email Address Contractor Austin Cooksey Austin.cooksey@kniferiver.com City of Tigard Brian Rager brianr@tigard-or.gov Final Distribution Contractor Austin Cooksey Austin.cooksey@kniferiver.com Project Manager Nichole George nicholeg@tigard-or.gov Project Manager Shauna Large shaunal@tigard-or.gov Buyer Toni Riccardi tonir@tigard-or.gov