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HomeMy WebLinkAbout2016-06-13-minutes-public-works-study-session�C �0%D&S TO ESC K.ITTITAS COUNTY COMMU -ITY DEVELOPMENT SERVICES G 41I N. Ruby St., Suite 2, Ellensburg, WA 98926 CDS@CO.KnTrrAs.wA.us _ Office (509) 962-7506 Krrrrrns coiqqTT `Building Partnerships — Building Communities" Fax (509) 962-7682 PW STUDY SESSION MINUTES June 13, 2016 THOSE PRESENT: Laura Osiadacz, Paul Jewell, Obie O'Brien (BOCC) Doc Hansen, Angela San Filippo, Stephanie Mifflin (CDS) Mark Cook, Lucas Huck (PW) GUESTS PRESENT: Tony Buhr Reauest to Approve a Resolution to Authorize the Director's Signature to Sign a Supplement to ESA's Professional Services Azreement for Environmental Support- Teanaway Hydraulic Improvements: Mark explained the request, that County staff has found additional sites, and that the prices is to not exceed $4,000 of the original contract. Commissioner Jewell moved to approved resolution 2016-077, Commissioner Osiadacz seconded the motion, and the motion passed 3-0. Board Direction: Approved and signed resolution 2016-077. Affirm Staff's Grant Submittal Reauest for FEMA CTP Whiskev Creek Floodplain Modeline Proiect. _Mark stated FEMA has a program called CTP and explained how the program works with the County. Mark stated the grant to FEMA is for $50,000 for an evaluation of Currier Creek. Mark stated he would like to look at Whiskey Creek as part of the application. Board Direction: None. Support Staff in Neerotiatine an Alternate Proiect with FEMA Settline Rineer Loop November Flood Damage Claim: Mark explained the Ringer Loop project with FEMA to the Board. Mark stated the road embankment wild be rebuilt and explained the process. There was discussion on how this project will affect the railroad. j Board Direction: None. Other Business- Re -tasking Safety Grant between Westside Road and Huntzineer Road: Mark explained what the grant initially covered and explained why there is a re -tasked design for Westside Road. Mark asked for a categorical exemption to bid Westside Road to complete that project. Mark stated the Board will need to make this an action item to approve. Board Direction: None. Executive Session: Executive Session was called to order at 2:25 pm. Commissioner O'Brien asked for 15 minutes. At 2:40 pm executive session was stopped and an additional 10 minutes was requested. At 2:50 pm executive session was finished and staff had direction. IN I Mark Cook, Dkedor C4 Oble O'Brler., Chatmen COMMUNITY PLANNING • BUILDING INSPECTION • PLAN REVIEW • ADMINISTRATION 0 PERMIT SERVICES' CODE ENFORCEMENT KITTITAS COUNTY COMMISSIONERS REGULAR MEETING PUBLIC WORKS STUDY SESSION MONDAY, JUNE 13, 2016 1:30 PM Commissioners` Auditorium 205 West 5th Room 109 - Ellensburg 1. Call to Order 2. Request to Approve a Resolution to Authorize the Director's Signature to Sign a Supplement to ESA's Professional Service Agreement for Environmental Support - Teanaway Hydraulic Improvements. 3. Affirm Staffs Grant Submittal Request for FEMA CTP Whiskey Creek Floodplain Modeling Project. 4. Support Staff in Negotiating an Alternate Project with FEMA Settling Ringer Loop November Flood Damage Claim. 5. Executive Session - RCW 42.30.140 (4)(a) Collective bargaining sessions with employee organizations, including contract negotiations, grievance meetings, and discussions relating to the interpretation or application of a labor agreement; or (b) that portion of a meeting during which the governing body is planning or adopting the strategy or position to be taken by the governing body during the course of any collective bargaining, professional negotiations, or grievance or mediation proceedings, or reviewing the proposals made in the negotiations or proceedings while in progress. 6. Other business 7. Adjourn Created on 6/10/2016 10:11:34 AM BOARD OF COUNTY COMMISSIONERS COUNTY OF KITTITAS STATE OF WASHINGTON RESOLUTION NO. 2016 - (n] WHEREAS: The Kittitas County Board of County Commissioners recently accepted a Federal Highway Administration Federal Lands Access Program grant; and WHEREAS: Public Works has issued a Task Order contract with ESA for environmental permit services supporting the Teanaway Hydraulic Improvements project; and WHEREAS: ESA's initial site visit identifying probable material storage areas likely to be used during construction by the project contractor, and WHEREAS: The Area of Potential Effect letter submitted for state and federal review should include all identified potential material storage sites to avoid unnecessary delays during construction; and WHEREAS: ESA is proposing to conduct supplemental site evaluation not to exceed $4,000.00; NOW, THEREFORE BE IT RESOLVED that the Board of County Commissioners, in the best interest of the public, does hereby authorize the Director's signature on supplementing Task Order No. 02 for environmental permit services in the amount not to exceed $4,000.00. DATED this 13th qqy,@f,June, 2016, at Ellensburg, 1%( COMM/����''. VO ss'0 Attest: n. 0 Clerk of the Board- Julie Kjorsvik 2 Deputy Clerk of the Board- Mandy Buchholz r p � Washington. BOARD OF COUNTY COMMISSIONERS KITTITAS COUNTY, W, SHINGTON Obie O'Brie hairman Paul Jewell, Vice- airman Laura Osiadacz, Commissioner KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD ISSIONERS WORK SESSION STAFF REPORT WORK SESSION DATE TOPIC ACTION REQUESTED LEAD STAFF: Mark R. Cook June 13, 20'16 Supplement ESA Contract Approve a Resolution to Authorize to the Director to sign a Supplement ESA's Professional Service Agreement for Environmental Support — Teanaway Hydraulic Improvements RECOMMENDATION: Supplementorize the Dirctor to gn a to ESA's Approve a Resolution oAuth reement for Enviro' nmentalSupport — Teanaway Professional Service g Hydraulic Improvements. BACKGROUND: Recently, The Board of County Commissioners authorized ESA Task Order No. 2 ($254,476.58) providing environmental services supporting the Federal Highway Administration Federal Land Access Program grant replacing three culverts and one bridge along Teanaway in construction funding. nt provides 00 in preliminary engineering services and $1,928,239.00 DISCUSSION: ESA has prepared an APE (Area of Potential Effect) letter supporting archeological investigations associated with the project. During review of the letter, the Director identified additional probable contractor storage areas likely to be used during construction. Upper County Road Foreman Chuck Reed and the Director visited additional sites on June 3, 2016. The information was riot transmitted to ESA on June 6, 2016. ESA is requesting to visit each site (2) p to revising the APE. FISCAL IMPACTS; The cost of the added site visit and associated APE letter amendment is estimated at (not to exceed) $4,000.00. ATTACHMENTS: EXHIBIT 1: Task Order No.2 Page 1 of 1 PUBLIC WORKS BOARD OF COUNTY COMMISSIONERS WORK SESSION STAFF REPORT BOARD OF COUNTY COMMISSIONERS COUNTY OF KITTITAS STATE OF WASHINGTON RESOLUTION NO. 2016 WHEREAS: The Kittitas County Board of County Commissioners recently accepted a Federal Highway Administration Federal Lands Access Program grant; and WHEREAS: Public Works has issued a Task Order contract with ESA for environmental permit services supporting the Teanaway Hydraulic Improvements project; and WHEREAS: ESA's initial site visit identifying probable material storage areas likely to be used during construction by the project contractor, and WHEREAS: The Area of Potential Effect letter submitted for state and federal review should include all identified potential material storage sites to avoid unnecessary delays during construction; and WHEREAS: ESA is proposing to conduct supplemental site evaluation not to exceed $4,000.00; NOW, THEREFORE BE IT RESOLVED that the Board of County Commissioners, in the best interest of the public, does hereby authorize the Director's signature on supplementing Task Order No. 02 for environmental permit services in the amount not to exceed $4,000.00. DATED this 13th day of June, 2016, at Ellensburg, Washington. Attest: ❑ Clerk of the Board- Julie Kjorsvik ❑ Deputy Clerk of the Board- Mandy Buchholz BOARD OF COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON Obie O'Brien, Chairman Paul Jewell, Vice -Chairman Laura Osiadacz, Commissioner ESA TASK ORDER NO. 02 — Teanaway Road Hydraulics Improvements Proiects This Task Order authorizes the services listed herein to be performed by Environmental Science Associates (ESA), in accordance with the Master Consultant Agreement (the Agreement) between ESA and Kittitas County (the County). These services shall be provided in support of the Teanaway Road Hydraulics Improvements Projects (the Project). SCOPE OF SERVICES The scope of services for this Task Order is detailed in Attachment 1. III. COMPENSATION The cost estimate for the Scope of Services authorized by this task order is presented in Attachment "2." The services authorized herein shall be paid for on the basis and terms included in the Agreement. Total compensation for the services authorized by this Task Order shall not exceed the amount of $54,476.58. IV. RELATIONSHIP TO OTHER WORK ORDERS This Task Order is issued under the basic Agreement. Subsequent Task Orders to accomplish other projects and/or the remaining phases may be authorized by the County at the appropriate time. V. SCHEDULE The authorized work shall begin immediately upon execution of the Task Order by both parties. VI. AUTHORIZATON AND ACKNOWLEDGEMENT ACKNOWLEDGED BY: AUTHORIZED BY: ESA 5309 Shilshole Avenue NNV Suite 200 Seattle, WA 98107 By: Name: Title: Date: Kittitas County Department of Public Works 411 North Ruby Street Suite 1 Ellensburg, WA 98926 By: Name: Title: Date: Attachments: Attachment "I" —Scope of Work Detail Attachment "2" — Cost of Services ESA - 5309 Shilshole Avenue NW, Ste. 200, Seattle, WA 98107 Task Order 02 Attachment 1 Page 1 of 4 Attachment 1— Scope of Work Detaif ESA understands that Kittitas County (County) proposes to replace four existing fish -bearing stream culverts under Teanaway Road. One of culverts (Mason Creek) will be replaced with a bridge, while the other three culverts (Story Creek, John Creek, and Musser Creels) will be replaced with wider, fish passable culverts. The project has received grant R nrl� from the Federal Highway Administration (FHWA). The County has asked ESA to prepare permitting documents in support of the project. A detailed Scope of Work is provided below, which outlines ESA's responsibilities under this Task Order. Task 1– Project Management: This task includes on-going project management and client coordination. ESA will attend one on-site project coordination meeting, if requested by the County and/or permitting agencies. Deliverables: Monthly invoices and progress reports/work summaries. Task 2--Wedand/OHWM Delineation: ESA will delineate wetland boundaries (if present) and the Ordinary High Water Mark (OHWM) within 50 feet of the culverts to be replaced. We anticipate requiring one day of fieldwork to complete the delineations, which includes travel time to and from the project site. Wetlands will be delineated in accordance within the Regional Supplement to the U.S. Army Corps of Engineers (USACE) Wetland Delineation Manual (Version 2.0): Arid West Region. The OHWM will be delineated in accordance with the guidelines provided in the Washington State Department of Ecology (Ecology) Publication # 08-06- 001: Determination the Ordinary High Water Mark on Streams in Washington State. OHWM and wetland boundaries will be marked with sequentially numbered pin flags and/or ribbon tape. Wetlands (ifpresent) will be rated using the Washington State Department of Ecology (Ecology) wetland rating system for Eastern Washington. Deliverables: Sketch map showing the location of all OHAIM and stream boundaries. Assumptions: a The County is responsible for providing a professional land survey of flagging locations. The County will make the necessary arrangements for ESA to access private properties, if required. A utility locate must be performed prior digging wetland sample plots. ESA will coordinate with Utility Notification Center to schedule the utility locate. ESA assumes that the project area can be readily accessed by the utility locators, and will not require meeting locators on-site. Task 3 ,DARPA (including HPA): ESA will prepare a Joint Aquatic Resources Permit Application (JARPA). The JARPA will serve as the permit application for a USACE—Clean Water Act (CWA) Section 404 permit, Washington Department of Fish and Wildlife (WDFW) Hydraulic Project Approval (HPA), and Ecology CWA Section 401 Water Quality Certification. ESA will prepare a draft JARPA for review by the County. After County review ESA will make one set of revisions and submit to the County and the applicable permitting agencies. Deliverables: County Draft (electronic) and. final DARPA (hard copy). Task Order 02 Attachment 1 Page 2 of 5 Assumptions: • The County will provide project design drawings and wetland and stream boundary information in electronic format (i.e. CAD). ESA will use the drawings to create the JARPA figures. • No project restoration design work is anticipated, and is not included in this task If requested, ESA will provide a task order supplement for restoration design assistance. • The County will provide a single set of consolidated review comments on the Draft DARPA. • We have assumed one revision of the DARPA, as specified above. Additional revisions may require a task order amendment. Task 4 — Endangered Species Act Coordination, ESA will prepare a Biological Assessment (BA) for the project. The BA will be prepared to support consultation efforts under Section 7 of the Endangered Species Act among the federal lead agency (FHWA) and the United States Fish and Wildlife Service (USFWS) and National Marine Fisheries Service (MHS). This task includes a visit to the project site, which will coincide with the wetland/OHWM delineation (see Task 2). This task also includes coordination with N�fFS, USFWS, WDFW, and the Washington Department of Natural Resources (WDNR) as necessary to obtain habitat and species information. ESA will prepare a draft BA for review by the County. After County review ESA will make one set of revisions and submit a revised draft BA to to FH1WA's On -Line File Cabinet. After WSDOT/FHWA review, ESA will prepare a final BA to be submitted to USFWS and NMFS. Deliverables: County draft (electronic), revised draft (electronic), and final BA (Lard copy). Assumpttians: • This task does not include plant or animal surveys. • To minimize added cxpenditums resulting from plan changes, ESA recommends that the County provide ESA with project information containing as much detail as possible. • We have assumed two revisions of the BA, as specified above. Additional revisions may require a task order amendment. • Based upon a review of existing habitat information, ESA assumes that Endangered Special Act -listed species may be present within the proj ect area (e.g. Mid -Columbia FSU steeihead trout and northern spotted owl). Depending upon project design, construction methods, and construction timing, we assume that project "may affect, but is not likely to adversely affect" or "may affect, and likely to adversely affect" Endangered Species Act - listed species, and therefore a full BA would be required. • The County will provide a single set of consolidated review comments on the Draft BA. • ESA will adjust the BA as required within the limitations of the budget. Changes to the project or report requirements, particularly as a result of new species information or changes to listing status atter work has been initiated will required added services or additional revisions and may require a task order amendment. Task Order 02 Attachment 1 Page 3 of 5 Task 5 — National Historic Preservation Act; Section 1.06 Coordination: ESA will prepare correspondence for County signature to define the Area of Potential Effects (APE) and initiate Section 106 consultation for the project. The County will finalize the correspondence and submit it to WSDOT; WSDOT will send the correspondence to Consulting Parties which will begin a 30 -day comment period. ESA will conduct background research using Washington State Department of Historic Preservation (DAHP) database, other online sources, and our own archives to identify recorded and potential archaeological and historic resources in and around the project APE. ESA will also review available environmental and geological background information_ A preliminary review of the DAHP database indicates that cultural resources (a historic irrigation canal) may be present within the project APE. Once the 30 -day comment period has elapsed, ESA will conduct a surface and subsurface survey of the APE, outside of the paved road area. Subsurface survey will be conducted using up to 16 hand -dug shovel probes (4 probes at each culvert location) advanced to a range of depths; depth of probe will be relative to the soil type and the expected disturbance. Spoils will be screened through 1/4 inch mesh. Probe locations will be recorded using GPS. Prehistoric and historic artifacts (if encountered) will be described and photographed in the field, and returned to the find location; no artifacts will be collected. ESA will summarize the findings of our work in a Technical Report that meets WSDOT and State Historic Preservation Officer (SHPO) standards. The report will also include a Historic Property Inventory for the irrigation canal including a National Register eligibility recommendation. ESA will prepare a draft Cultural Resources Technical Report for review by the County. After County review ESA will submit a draft for review by WSDOT. After WSDOT review, ESA will incorporate comments and submit a revised dram for Consulting Party review; this will be a 30 day comment period. Following receipt of comments from Consulting Parties, ESA will prepare a final draft and submit hard copies to the County. The County will be responsible for sending the hard copies to WSDOT for their distribution. Deliverables: County Draft (electronic), WSDOT Draft (electronic), Consulting Party Draft (electronic), and final Cultural Resources Technical Report (hard copies and CD). Assurnotions WSDOT will lead all Section 106 consultation. • Field schedule is dependent on the County's submittal of APE correspondence to WSDOT; no field work can be conducted until the 30 -day comment period has elapsed. • The County will provide copies of any geotechnical report or logs for review, if available_ A utility locate must be performed prior to subsurface survey. ESA will coordinate with Utility Notification Center to schedule the utility locate. ESA assumes that the project area can be readily accessed by the utility locators, and will not require meeting locators on-site. • If cultural resources besides the historic irrigation canal are identified, documentation of the resources may require a task order amendment. • The County will provide a single set of consolidated review comments on the draft Technical Report. Task Order 02 Attachment I Page 4 of 5 • Archaeological construction monitoring is not included in this task if requested, ESA will provide a task order supplement for construction monitoring. Task 6— Wetland & Stream Report ESA will prepare a wetland and stream report which satisfies requirements for submittal to the USACE and 1{ittitas County Community Development Services. The report will include a detailed project description; description of the site; wetland size, classification and ratings (if wetlands are present); stream classification and ratings, regulatory implications, and an assessment of impacts to both streams and wetlands (if applicable). ESA will prepare a draft wetland and stream report for review by the County. After County review, ESA will provide a final report. Deliverables: County draft (electronic) and final wetland and stream report (hard copy)_ Assumptions: As the project involves replacement of fes -barrier culverts and that impacts to regulated wetlands are unlikely, it is assumed that no compensatory wetland or stream mitigation will be required. if mitigation work is required, ESA would be happy to provide a task order supplement if project design assistance is requested. • The County will provide a single set of consolidated review comments on the draft Wetland and Stream Report. Task 7 —NEPA Based upon our understanding of the proposed project, ESA assumes that the project will require an Environmental Classification Summary (ECS) Form. The ECS is the NEPA document that WSDOT uses for projects that are categorized as Documented Categorical Exclusions (DCEs)_ ESA shall prepare a WSDOT ECS Form, which will be completed per the guidance and requirements in WSDOT Local Agency Guidelines (LAG) Manual in effect at the time a notice to proceed is received by the project. ESA will complete the ECS form using information from the County and other supporting information. The BA, cultural resources technical memorandum, and wetland and stream reportwill be appended to the ECS form, as necessary. ESA will prepare a draft ECS form for review by the County. After County review, ESA will prepare a revised draft form for submittal to WSDOT. After WSDOTIFHWA review, ESA will prepare a final ECS form Deliverables: County draft (electronic), revised draft (electronic), and final ECS form (hard copy). Assumptions: • We assume that the project will qualify for a categorical exclusion under NEPA. If, during the preliminary design process it is determined that the environmental impacts are such that the project would not qualify for a categorical exclusion, an amendment to the scope of work may be required. • Based on the understanding and initial evaluation of the project area, it is assumed that separate technical memoranda will not be required for environmental justice, hazardous materials, Section 4(f)16(f) lands, visual resources, air quality, noise, air quality, or traffic. These topics will be covered within the WSDOT ECS forth, without separate documentation. If, during completion of the project design, it becomes apparent that Task Order 02 Attachment I Page 5 of 5 additional documenta#ion for one or more of these resource areas will be require, then a task order amendment may be required. We assume that the ECS form can be adopted by reference to fulfill the County's SEPA requirements (per WAC 197-11-610). If separate SEPA documentation is required (i.e. a SEPA checklist); a task order amendment may be required s The County will provide a single set of consolidated review comments on the draft ECS form. KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS WORK SESSION STAFF REPORT WORK SESSION DATE June 13, 2016 TOPIC FEMA CTP Agreement ACTION REQUESTED Affirm Staff's Grant Submittal Request for FEMA CTP Whiskey Creek Floodplain Modeling Project LEAD STAFF: Mark R. Cook RECOMMENDATION: Affirm staff's grant submittal to FEMA CTP Whiskey Creek Floodplain Modeling Project. BACKGROUND: Previously, staff has briefea tree Boara on FEMA's Cooperative Technical Partnership program. The Board may recall this program exists for local agencies to contract with FEMA for technical assistance re -mapping floodplain rate insurance maps. Earlier this year, we obtained commitment through this program supporting remapping activities for approximately seven miles of Currier Creek. Last month FEMA contacted our consultant (Watershed Science and Engineering) advising them that they would match our contribution ($60,000) towards Currier Creek and requested we select another system for match. We have selected Whiskey Creek and propose a similar modeling effort (seven or so miles of creek reach). The deadline for CTP grant submittal was 06-10-2016. Staff was able to put together the application and submitted it last Friday. DISCUSSION: Whiskey Creek flooding this spring underscores the need for additional evaluation of floodplain extent. The FEMA CTP grant moves us closer to validating new technologies that hold significant promise towards wide scale county deployment — remapping numerous miles of Digital Federal Insurance Rate Maps (DFIRMs). FISCAL IMPACTS: We anticipate a planning level cost estimate of approximately $60,000 supporting the mapping effort. It is anticipated that FEMA will make our contribution. ATTACHMENTS: EXHIBIT 1: CTP Application Page 1 of 1 PUBLIC WORKS BOARD OF COUNTY COMMISSIONERS WORK SESSION STAFF REPORT ***Note: This template should be used by CTPs submitting an application for an award to complete mapping or Flood Risk Product activities for a flood risk project. The CTP should complete the fields for all sections of this template relevant to the activities deemed applicable to the project; activities not applicable to the project should be deleted. This note should be deleted prior to application submission. *** VkFA�L+t a= FEMA t�FE Kittitas County Public Works COOPERATING TECHNICAL PARTNERS (CTP) FLOOD RISK PROJECT MAPPING ACTIVITY STATEMENT (MAS) Mapping Activity Statement No. {Insert Mapping Activity Statement Number } The Flood Risk Project described in this MAS dated {Insert MAS date} shall be completed in accordance with the CTP Partnership Agreement dated {Insert CTP Partnership Agreement date} between Kittitas County Public Works (herein referred to as "CTP") and the Federal Emergency Management Agency (FEMA). National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MAS No ) 1 of 29 CONTENTS SECTION 1—OBJECTIVE AND SCOPE...................................................................................... 3 SECTION 3—PERIOD OF PERFORMANCE.............................................................................. 20 SECTION 4—FUNDING/LEVERAGE (For CTP, OFA, and/or Community) ................................. 21 SECTION 5—STANDARDS....................................................................................................... 23 SECTION 6— SCHEDULE........................................................................................................ 23 SECTION 7—CERTIFICATIONS............................................................................................... 25 SECTION 8—TECHNICAL ASSISTANCE AND RESOURCES .................................................. 26 SECTION 9—CONTRACTORS.................................................................................................. 26 SECTION10—REPORTING..................................................................................................... 26 SECTION 11 PROJECT COORDINATION.............................................................................. 28 SECTION 12 POINTS OF CONTACT...................................................................................... 29 National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MAS No) 2 of 29 SECTION ]—OBJECTIVE AND SCOPE The objective of the Flood Risk Project documented in this MAS is to develop and/or support flood hazard data and program -related tasks through completing technical risk analysis and mapping activities. These activities may or may not result in a new or updated Flood Insurance Rate Map (FIRM) and Flood Insurance Study (FIS) report for one or more communities within the project area. The watersheds and jurisdictions, in which Flood Risk Projects will be performed, as well as their applicable project type/activities, are summarized in Table 1.1—Flood Rask Project Watersheds and Jurisdictions. All applicable project activities should be identified in the last column of the table for each watershed, county/parish or community listed in Table 1.1 (e.g., Discovery only, Discovery and Flood Risk Products, FIRM/FIS updates, Prelim Distribution, Post -Preliminary Processing). Watershed Reports will be created and distributed to counties/parishes and communities identified as including Discovery in the Project Type. Table 1.1: Flood Risk Project Watersheds and Jurisdictions Whiskey Creek Mapped floodplains associated with Whiskey Creek Kittitas County City of Ellensburg Additionally, the CTP involved in this project will develop new and/or updated flood hazard data as summarized in Table 1.2: Total Stream Male Counts by Type of Study. The FIRM and FIS report for the watersheds and areas identified in Table 1.2 will be produced in the North American Vertical Datum of 1988 (NAVD88). Table 1.2: Total Stream Mile Counts by Type of Study] Effective Whiskey Flood Creek Insurance Study NIA 19.8 miles I AE National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo } Whiskey Creek Kittitas County Updated Effective W## New = ## AE AE _ ## AE _ ## Studies Updated Effective Surge Leverage A—## A = ## A = ## ## d = ## Studies New Studies Wave __ New = ## # ## Identified New Studies Surge= Leverage A = ## ## d = ## Identified *Details on type of study are documented in the Flood Risk Project recommendations section of the Discovery Report Deliverable. This Flood Risk Project will be completed by the following entities: • Kittitas Public Works; • Watershed Science and Engineering; The CTP shall notify FEMA and all applicable parties of all meetings with community officials, and other relevant meetings, at least two weeks prior to the meeting (with as much notice as possible). FEMA and/or its contractor may or may not attend the community meetings. The CTP shall maintain an archive of all data submitted. All supporting data must be retained for three years from the date a funding recipient submits its final expenditure report to FEMA. The CTP is responsible for the implementation of an independent Quality Assurance/Quality Control (QA/QC) plan for all assigned activities. The CTP will submit a Summary Report that describes and provides the results of all automated or manual QA/QC review steps. The report should include the process for all assigned activities. Independent QC review activities may be performed by the CTP or FEMA's contractor at the discretion of FEMA. If the CTP will be responsible for the QC review, the entity that will perform QC should be identified in this NMS. The CTP will need to submit its QC plan to the Regional Project Officer for approval. Please note FEMA will also be performing periodic audits and overall study/project management to ensure quality, including National Quality Reviews (QR) required per FEMA standards for all flood risk projects. Whether or not the CTP performs the Independent QC review mentioned in the preceding National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo 1 4 paragraph, the CTP will be responsible for addressing any and all comments resulting from National QRs and any additional independent QA reviews required by the FEMA Regional Office, including re -submittal of deliverables as needed to pass technical or quality review. The CTP will submit regulatory products to FEMA's designated National QR reviewer for review and approval prior to public issuance. Metadata is required for certain activities. {Insert appropriate Data Capture language applicable to this Mapping Activity Statement.} FIRM -related tasks require a passing QC Report from FEMA's National FIRM database auto -validation tool, the DFIRM Validation Tool (DVT) for QRs #1, #2, and #5 as required in FEMA standards. Training materials for this step are available on the Mapping Information Platform (MIP) at MIP User Care>Training Materials. FEMA will provide download/upload capability for data submittals through the MIP located at https://hazards.fema.gov. As each activity is completed, the data must be submitted to the MIP. The CTP assigned to the activity will respond to any comments generated as a result of the mandatory quality control checks by the Production and Technical Services (PTS) contractor. The PTS QC process is nationally funded and required on each non -PTS study. In cooperation with the FEMA Project Officer, a Project Management Team (PMT) will be established by the CTP consisting of representatives from the CTP, FEMA's Regional Engineer, and other appropriate parties (e.g., FEMA contractors) at the discretion of FEMA. The PMT will be responsible for coordinating the activities identified in this MAS. The FEMA Region will be provided with documentation identifying the established PMT. The PMT will be identified within {insert number of days} days of the award. Responsible Mapping Partner: Kittitas County Public Works Scone: Project Management is the active process of planning, organizing, and managing resources toward the successful accomplishment of predefined project goals and objectives. The CTP will coordinate with the FEMA Regional Office with respect to Project Management activities and technical mapping activities. Changes to Scope of Work: Requests for changes to the scope of work (SOW) after award are permissible and must be supported by adequate justification from the Recipient in order to be processed. The justification is a description of the proposed change, a written explanation of the reason or reasons for the change; an outline of remaining funds available to support the change; and a full description of the work necessary to complete the activity. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo ) Earned Value Data Entry: The MIP Workflow is designed to track the Earned Value of Flood Project Management Risk Projects. This information is automatically calculated by the MIP, using the actual cost and schedule of work performed, or "actuals," and comparing them to the expected cost and schedule of work performed, or "baseline." Once the FEMA Regional Office has funded a project, FEMA or its contractor will complete the "Obligate Project Funds" screen in the MIP. This step establishes the baseline for the project in the MIP, using the cost and schedule information for each task as outlined in this document. The MIP study workflow allows FEMA and the CTP to manage the status of these projects at a task level. The cost and schedule information, updated monthly by the CTP for each contracted task, is compared to the baseline established for those tasks. This information is rolled up to a project level and monitored by the FEMA Region to assess progress and Earned Value. Earned Value data entry involves updating cost, schedule and performance (physical percent complete) in the MIP by the CTP each month for each assigned task. The CTP may contact the region to obtain the guidance document Risk MAP Products in the MIP, which explains how Flood Risk Products shall be submitted through the MIP. The guidance also explains how performance will be tracked for Flood Risk Products. Once the baseline has been established in the MIP, the CTP shall input the performance and actual cost to date for all tasks within each project for which the CTP is responsible. This must be completed at a minimum once every 30 days and at the completion of the task. When a task is completed, including all QA/QC activities in this MAS, plus the Quality Control Reviews required by FEMA standards, the CTP shall enter 100% complete, enter the actual completion cost, and the actual completion date within the Manage Data Development, Manage Preliminary Map Production, or Manage Post -Preliminary Processing tasks as applicable. The "Manage" tasks remain open and accept updates for up to 90 days after the completion of the last producer task in each module. The MIP shall also be populated with appropriate leverage information regarding who (CTP or community) paid for the data provided and the amount of data used by the FIood Risk Project. The CTP will maintain a Schedule Performance Index (SPI) and Cost Performance Index (CPT) of at least 0.92. Special Problem Reports (SPR) explaining any variance must be submitted in a timely manner as required. The CTP is required to report on the earned value of projects that are in the MIP on a monthly basis and must give explanations for variances outside of the tolerance defined above. FEMA Regional Offices must implement a Corrective Action Plan (CAP) when a CTP partner is outside of the tolerance. A CAP must define the reason for the variance and the intended resolution. FEMA Regional Offices must coordinate with FEMA Headquarters when CAPs are developed. As Program Management tasks are not conducted in the MIP, cost and schedule performance measures must be defined and documented in the MAS or scope of work statement. These measures must be used to monitor partner performance and to determine future funding eligibility. This exception only applies to tasks not able to be conducted or tracked in the MIP National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo 1 6 The Project Officer, as needed, may request additional information on status of the project on an ad hoc basis. <Add additional details regarding the scope of this activity, as appropriate> Standards: All Project Management work shall be performed in accordance with the standards specified in Section 5 — Standards. <Add, modify or delete deliverables below, as necessary (e.g., an Integrated Baseline Review for the project as required by the Regional Office)> Deliverables: • Monthly Earned Value data reporting through the MIP with variance explanations to support management of technical mapping activities within specified time frame, for both Regulatory and Flood Risk Products. • Management of SPI/CPI performance for an organization. • Overall project QA/QC maintenance information, such as maintaining a QA/QC log and providing a QA/QC approach to FEMA for review and approval. • Management of adherence to scope of work and quality of work for an organization. Project Risk Identification and Mitigation Res onsible MaRping Partner: Kittitas County Public Works Threats to the planned completion of a project may come from various sources. Risks should be identified during the planning phase and monitored throughout the project, so that potential impact can be assessed and solution strategies developed and implemented as needed. <Add risk, impact and solution strategy information in this paragraph and the table below, as necessary, including an Integrated Baseline Review for the project as required by the Regional Office.> Table 1.3: Project Risk Identification National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo } Perform Community Engagement and Project Outreach NOTE: The performance of community engagement and outreach takes place throughout the life of the flood risk project. Work with your Region to develop a Project Outreach and Communication Plan (POOP). An alternate tracking method is acceptable with approval from the FEMA Regional Office. Up to 10 percent of the total budget can be used for Community Engagement. An additional (up to) 10 percent of the total budget can be used for Project Outreach. The activities identified here are for project specific community engagement and outreach. The overarching CERC MAS can be used for broader program wide engagement activities. Responsible Mapping Partner: Kittitas County Public Works Scope: Community Engagement This task includes activities for the CTP to provide supplementary support to the Mapping Partner responsible for the Community Engagement activities funded through the Project Management MAS or other contracts. Community Engagement activities funded through this MAS shall not supplant or duplicate Community Engagement activities funded through other grants or contracts. There is a separate Statement of Work document used to document additional program wide Community Engagement and Risk Communication activities performed by CTPs. The activities listed below are intended to support on-going project efforts that foster working relationships between ffederal, state, tribal and local governments with private and public interests in order to reduce the impact of natural disasters where a community's interaction with a natural hazard may be altered or averted. These activities should be reviewed for implementation throughout the Risk MAP lifecycle, including the defined meetings within it. It is expected that including these approaches will assist in increased risk awareness and the development of actionable measures to reduce risk within the Flood Risk Project footprints. These activities should be implemented as directed by the Project Officer to: • Increase the understanding of natural hazard risk within a community. • Support local efforts to reduce natural hazard risk within a community or watershed area. • Increase the effectiveness of meetings and engagement opportunities with communities throughout the Risk MAP life cycle. Note: Community mitigation action cannot be purchased (meaning, mitigation projects cannot be purchased through a Risk MAP project); however, it can be influenced and advanced by proper project and communications planning throughout the Risk MAP process. Strategic communication planning can be assisted by the tools and tactics identified below. Watershed and Community Assessment. Activities include assessing a watershed and high priority communities to understand what is important to them, their mitigation priorities, and their existing National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. JMASNo 1 8 relationships with FEMA. May include holding telephone discussions with local officials and residents to understand the watershed and identify key stakeholders. Will include local planners, floodplain administrators (FPAs), elected officials, community leaders, local levee/dam/coastal leadership/business owners and others, based on local needs. Meetings This Flood Risk Project will include in-person opportunities to engage communities, build risk awareness, increase capabilities for risk communication, and stimulate mitigation action at the local level. The overarching goal is to create a climate of understanding and ownership of the mapping process at the state and local levels. Well-planned and executed community engagement and project outreach can reduce political stress, confrontation in the media, and public controversy, which can arise from lack of information, misunderstanding, or misinformation. These engagement and outreach activities also can assist the CTP, FEMA, and other members of the PMT in responding to congressional inquiries. The actual number of meetings will be determined based on the risk and need at the local level and determined as part of developing the project -based communication plan. Provisions may be made for remote access video/audio feeds for those that cannot attend in person. These opportunities consist of: {Remove meetings that will not be included/funded by this MAS} Final Consultation and Coordination Officer Meeting and Public Meeting (or Open House). If regulatory products are included in a Flood Risk Project, these meetings will provide local officials an opportunity to verify the appropriate revisions have been made to previously demonstrated information, take ownership of the products, and deliver the results of the project to the local citizenry. Activities include planning, presenting and facilitating discussions with community officials for awareness and acceptance of regulatory products. The purpose of the meeting will be review data inputs to a flood study, preview changes to preliminary FIRM data and maps, discuss newly identified flood risk and community actions to reduce risk, and provide information about the appeals period, map adoption, and insurance impacts. The CTP will support the local officials, or deliver the messages, at the Public Meeting if the local officials are unwilling. Also, communities will be encouraged to identify short- and long-term efforts to progress towards increasing flood risk awareness and management. These meetings can be held concurrently or separately at the region and community's discretion. For all meetings, provisions may be made for remote access video/audio feeds for those that cannot attend in person. Status Reports In addition to Risk MAP meetings, in order to facilitate information sharing and a continuing dialogue between the PMT and the community, the CTP will provide communities with regular status reports outlining the current project status, key accomplishments to date, identified risks, if any, and next steps including estimated next meeting date and meeting content (template to be provided from FEMA or can be created by Mapping Partner). These status reports will be provided to FEMA for review before electronic distribution. Project update status reports will be distributed to communities at mid -points between each of the meetings, and between the Final Meeting and effective date (if included in this VIAS), to help introduce and prepare the communities for upcoming discussions. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo } Project Outreach and Communication Pian The CTP will work with the Regional Office during the initiation of this activity to develop the POCP to support the implementation of the mapping project. The Regional Office will have access to many customizable outreach tools that have been developed for this process to support each touchpoint that the PMT has with the community. Standards: All Community Engagement and Outreach work shall be performed in accordance with the standards specified in Section 5 — Standards. All communication with local governments will be done in accordance with 44 CFR Part 66. Deliverables: The CTP shall deliver the following to the FEMA Regional Project Officer in accordance with the schedule outlined in Section 6 — Schedule and include within the Technical Support Data Notebook (TSDN):A Project Communication Plan detailing outreach and coordination activities • Watershed/Community Assessment outputs, including logs of telephone discussions (if applicable) • Meeting invitation, agenda, presentation slides (as requested), and meeting notes for FEMA review • Action Identification and Advancement Plan • Project update status reports for project communities. Perform Field Survey Note: CTPs should consider including and completing this task in the MIP if the partner believes data will need to he submitted during the course of the project, even if conducting field survey is not included in the MAS. In addition, leveraged field survey data must he documented and submitted for this task: Failure to submit this data could result in the workflow being reverted hack to production tasks and could lead to a delay in the schedule. If the CTP obtains field survey data that was not included in the MAS the CTP shall contact the Region to submit a change request to include the task and leverage as part of the award and request that this task be added to the MIP workflow. Responsible Mapping Partner: Kittitas County Public Works Scone: To supplement any field reconnaissance conducted during the Discovery phase of this project, the CTP shall conduct a detailed field reconnaissance of the specific study area to determine conditions along the floodplain(s), types and numbers of hydraulic and/or flood -control structures, apparent maintenance or lack thereof of existing hydraulic structures, locations of cross sections to be surveyed, and other parameters needed for the hydrologic and hydraulic analyses. The CTP shall conduct field surveys, including obtaining channel and floodplain cross sections, identifying or establishing temporary or permanent bench marks, and obtaining the physical dimensions of hydraulic and flood -control structures. The CTP shall also coordinate with other entities that are involved in the Topographic Data Development process regarding ongoing activities and deliverables. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo ) 10 Existing survey data, or as -built data, may be used to produce flood studies and related products. However, if existing data are to be collected, the FEMA Region should be consulted before leveraging the best available existing survey data to ensure acceptability for the intended level of flood hazard study. Stream reaches are evaluated and prioritized for streamflow gage deployment. Cross sections are surveyed and rating curves produced at each gage location. Standards: All Field Survey work shall be performed in accordance with the standards specified in Section S – Standards. Deliverables: The CTP shall make the following products available to FEMA by uploading the digital data to the MIP, in accordance with the schedule outlined in Section 6. Where paper documentation is required by state law for professional certifications, the CTP may submit the paper in addition to a scanned version of the paper for the digital record. Please coordinate with the regional and/or state representative to verify state reporting requirements o Digital photographs of cross section locations and structures • Digital sketches of cross section and structure data • Documentation of the horizontal and vertical datum • Digital versions of draft text for inclusion in the FIS report • Digital survey data consistent with the Data Capture Technical Reference • Metadata file complying with the NFIP Metadata Profiles Specifications • Support documentation • Certification of Work • TSDN Narrative • FIRM Database files • A Summary Report that describes and provides the results of all automated or manual QA/QC review steps taken as outlined in the approved QA/QC Plan. Develop Hydrologic Data CTPs may consider including and completing this task in the MIP if the CTP believes data will need to be submitted during the course of the project, even if this task was not included in the MAS. In addition, leveraged hydrologic data must be documented and submitted to the MIP for this task Failure to submit this task when data should have been submitted could result in the workflow being reverted back to production tasks and could lead to a delay in the schedule. If the CTP obtains hydrologic data that was not included in the MAS, the CTP shall contact the region to submit a change request to include the task and leverage as part of the award and request that this task be added to the MIP workflow. Responsible Mapping Partner: Kittitas County Public Works .Scone: The CTP shall perform hydrologic analyses for the flooding source(s) identified in Table 1.7— Summary of Hydrologic Analyses. Hydrologic analysis activities include the determination of peak flood discharges, the use of rainfall -runoff models, regression equations, gage analysis, and hydrograph National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo } 11 development to support the level of detail required for the project. The CTP shall calculate peak flood discharges and/or flood hydrographs for the 10%, 4%, 2%, 1%, "1% plus" and 0.2% annual chance events using the analysis method listed in Table 1.7. These flood discharges will be the basis for subsequent Hydraulic Analyses performed under this MAS. In addition, the CTP will be responsible for addressing any and all comments resulting from the independent QC, including resubmittal of deliverables as needed to pass technical review. <Optional paragraph for GIS -based modeling> If GIS -based modeling is used, the CTP shall document automated data processing and modeling algorithms, and provide the data to FEMA to ensure these are consistent with FEMA standards. Digital datasets (such as elevation, basin, or land use data) are to be documented and provided to FEMA for approval before performing the hydrologic analyses to ensure the datasets meet minimum requirements. If non-commercial (i.e., custom -developed) software is used for the analysis, then the CTP shall provide full user documentation, technical algorithm documentation, and the software to FEMA for review before performing the hydrologic analyses. The CTP will compare the calculated, or computed, discharge with discharge determined from reliable gage data, if any. This comparison will only be done at locations where the two discharge values are considered representative of the same flooding source. Results of this comparison will be used in making a professional judgment for determining the discharge to be used for the hydraulic analysis. Table 1.7: Summary of Hydrologic Analyses <Include additional columns as needed> Standards: All Hydrologic Analyses work shall be performed in accordance with the standards and guidance specified in Section 5 — Standards. Deliverables: The CTP shall make the following products available to FEMA by uploading the digital data to the MIP in accordance with the schedule outlined in Section 6 — Schedule. Where paper documentation is required by state law for professional certifications, the CTP may submit the paper in addition to a scanned version of the paper for the digital record. Please coordinate with the regional and/or state representative to verify state reporting requirements <Add, modify or delete deliverables below, as necessary. Include deliverables specific to Limited Detail Study if proposed> Digital copies of all hydrologic modeling (input and output) files for the 10%, 4%, 2%, 1%, "1% plus" and 0.2% annual chance events. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo ) 12 • Digital hydrologic data consistent with the Data Capture Standards as described in the latest Technical Reference: Data Capture. • FIRM Database files as described in the FIRM Database Technical Reference, Table 2. • Metadata file complying with the latest Technical Reference: Metadata Profiles for Hydrology. • Digital Summary of Discharges Tables presenting discharge data for the flooding sources for which hydrologic analyses were performed (for flooding sources mapped as Zone AE on the FIRM). • Digital versions of draft text for inclusion in the FIS report. • Digital versions of all backup data used in the analysis including GIS data layers work maps. • A Hydrology Report summarizing the approach and results of the hydrologic analysis for each study area in Table 1.7. • A Summary Report that describes and provides the results of all automated or manual QA/QC review steps taken during the preparation of the FIRM as outlined in the approved QA/QC Plan. • Written certification that the digital data meet the minimum standards and specifications. • Written response to any comments resulting from the independent QA/QC review. • If data is changed following the independent QA/QC review, then updated deliverables for the Develop Hydrologic Data task must be submitted to the MIP. Develop Hydraulic Data The CTP may consider including and completing this task in the MIP if the UJF believes data will need to be submitted during the course of the project, even if this task was not included in the MAS. In addition, leveraged hydraulic data must be documented and submitted far this task. Failure to submit this task when data should have been submitted could result in the workflow being reverted back to production tasks and could lead to a delay in the schedule. If the CTP obtains hydraulic data that was not included in the MAS, the CTP shall contact the region to submit a change request to include the task and leverage as part of the award and request that this task be added to the MIP workflow. Responsible Mapping Partner: Kittitas County Public Works Scope: The CTP shall perform hydraulic analyses as described in Table 1.8: Summary of Hydraulic Data. Hydraulics analysis activities include establishing and reviewing regulatory floodways and flood elevations for the 10%, 4%, 2%, 1%, "1% plus" and 0.2% annual chance events based on flood discharge rates computed under Develop Hydrologic Data. Streamflow data collected at priority stream reach locations is used during hydraulic model calibration. The hydraulic methods used for this analysis may include base level and detailed level hydraulic modeling. The base level will use an automated hydraulic model, and use the best available elevation data. It will not include field surveys, floodways, or mapped Base Flood Elevations (BFEs). The detailed level may include field surveys, floodways, and the 10%, 4%, 2%, 1 %, 1 % plus and 0.2% annual chance events, using methods described in Table 1.8. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo 1 13 The CTP shall use the cross-section and field data collected during Perform Field Survey and the topographic data collected during the Develop Topographic Data, when appropriate, to perform the hydraulic analyses. The hydraulic analyses will be used to establish flood water surface elevations, floodplain extents, and regulatory floodways for the listed study area or flooding sources. If applicable, the CTP shall use the FEMA CHECK -2 or CHECK -RAS checking program to verify the reasonableness of the hydraulic analyses. To facilitate the independent QA/QC review, the CTP shall provide explanations for unresolved messages from the CHECK -2 or CHECK -RAS program, as appropriate. In addition, the CTP shall address all concerns or questions regarding the hydraulic analyses that are raised during the independent QA/QC review including resubmittal of deliverables as needed to pass technical review. <Include paragraph if using GIS -based modeling> The CTP shall document automated data processing and modeling algorithms for GIS -based modeling and provide the data to FEMA for review to ensure these are consistent with the standards outlined above. If non-commercial (i.e., custom -developed) software is used for the analyses, then the CTP shall provide full user documentation, technical algorithm documentation, and software to FEMA for review before performing the hydraulic analyses. <Add additional details regarding the scope, as appropriate> Any flooding sources associated with a levee that are mapped as providing protection on effective FIRMs, but will not meet certification requirements for the new FIRMS, will require revised hydraulic analysis. This revised analysis should be done in accordance with FEMA standards and guidance as appropriate. Table 1.$: Summary of Hydraulic Data Standards: All Hydraulic Data work shall be performed in accordance with the standards specified in Section 5 — Standards. Deliverables: The CTP shall make the following products available to FEMA by uploading the digital data to the MIP review in accordance with the schedule outlined in Section 6 — Schedule. <Add, modify or delete deliverables below, as necessary> National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo ) 14 • Digital copies of all hydraulic modeling (input and output) files for the 10%, 4%, 2%, 1%, "1% plus" and 0.2% annual chance events. • Digital hydraulic data consistent with the Data Capture Standards as described in the latest Technical Reference: Data Capture. • FIRM Database files as described in the FIRM Database Technical Reference, Table 2. • Metadata file complying with the latest Technical Reference: Metadata Profiles for Hydraulics. • Digital versions of draft text for inclusion in Section 5.2 Hydraulic Analyses of the FIS report. • Digital Floodway Data Tables for each flooding source studied by detailed methods that is compatible with the FIRM database. • Digital profiles of the 10%, 4%, 2%, 1%, "1% plus" and 0.2% annual chance events, representing existing conditions using the FEMA RASPLOT program or similar software (for flooding sources studied by detailed methods);). • Digital versions of all backup data used in the analysis, including high water mark data for model calibration, GIS data layers, and any additional hydraulics data collected for use in the preparation of this flood risk project. • Complete set of digital work maps to be used at the Flood Engineering Review meeting. Work maps will include all appropriate GIS layers and be PDF files depicting effective and revised flooding, cross sections, streams and roads on an aerial base map. • A Hydraulic Report summarizing the approach and results of the hydraulic analysis for each study area in Table 1.7. • A Summary Report that describes and provides the results of all automated or manual QA/QC review steps taken during the preparation of the FIRM as outlined in the approved QA/QC Plan. • Written certification that the digital data meet the minimum standards and specifications. • Where paper documentation is required by state law for professional certifications, the CTP may submit the paper in addition to a scanned version of the paper for the digital record. Please coordinate with the regional and/or state representative to verify state reporting requirements. • Explanations for unresolved messages from the CHECK -2 or CHECK -RAS program, as appropriate. • Written response to any comments resulting from the independent QA/QC review. • If data is changed following the independent QA/QC review, then updated deliverables for the Develop Hydraulic Data task must be submitted to the MIP. • Appropriate leverage information, including who paid for the data and the amount of data used by the Flood Risk Project. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo ) 15 Perform Floodplain Mapping The CTP may consider including and completing this task in the MIP if the CTP believes data will need to be submitted during the course of the project, even if this task was not included in the MAS In addition, leveraged floodplain mapping data must be documented and submitted for this task Failure to submit this task when data should have been submitted could result in the workflow being reverted back to production tasks and could lead to a delay in the schedule. If the CTP obtains floodplain mapping data that was not included in the MAS, the CTP shall contact the region to submit a change request to include the task and leverage as part of the award and request that this task be added to the MIP workflow. Responsible Mapping Partner: Kittitas County Public Works Scope for Base Level StudX: The CTP shall delineate the 1 percent and 0.2 percent annual chance floodplain boundaries and any other applicable elements for the flooding sources for which hydrologic, detailed hydraulic, and/or coastal analyses were performed. The CTP shall incorporate all new or revised hydrologic, hydraulic, and/or coastal modeling and shall use the topographic data acquired under Develop Topographic Data to delineate the floodplain and regulatory floodway boundaries on a digital work map. Scope for Detailed Riverine or Coastal Anal: The CTP shall delineate the 1 percent and O.percent annual chance floodplain boundaries and the regulatory floodway boundaries (if required) and any other applicable elements for the flooding sources for which hydrologic, detailed hydraulic, and/or coastal analyses were performed. (Insert language to make it clear if there will be AE or A zones with floodways or BFE's on the FIRM, etc.)} The CTP shall incorporate all new or revised hydrologic, hydraulic, and/or coastal modeling and shall use the topographic data acquired under Develop Topographic Data to delineate the floodplain and regulatory floodway boundaries on a digital work map. Scope for Refinement or Creation of Zone A: The CTP shall delineate the 1 percent and 0.2 percent annual chance floodplain boundaries for the flooding sources in the Scoping Report. The CTP shall use existing topographic data or the topographic data acquired under Develop Topographic Data to delineate the floodplain boundaries on a digital work map. All Zone A boundaries must be supported with a model. The CTP shall incorporate the results of all effective Letters of Map Change (LOMC) for all affected communities on the FIRM and provide to the appropriate PTS the required submittals for incorporation into the National Flood Hazard Layer (NFHL). Also, the CTP shall address all concerns or questions regarding Floodplain Mapping that are raised during the independent QA/QC review. The CTP shall capture flood hazard engineering and/or mapping data quality issues encountered during this activity in the CNMS database for the area(s) of interest. These issues will be entered as "Requests" or "Needs" in the CNMS requests feature dataset based on the nature of the deficiency encountered. Detailed information on performing this task can be found in the relevant standards specified in Section 5 — Standards. The CTP will provide the data to FEMA, at the time of FIRM data submission, to update the Mid -Term Levee Inventory (MLI). <Add additional details regarding the scope of these activities, as appropriates Standards: All floodplain mapping work shall be performed in accordance with the standards specified in Section 5 — Standards. The CTP will perform self -certification audits for the Floodplain Boundary Standards for all flood hazard areas. National FYI Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo 1 16 Deliverables: Upon completion of floodplain mapping for all flooding sources in this project, the CTP shall make the following products available to FEMA by uploading the digital data to the MIP in accordance with the schedule outlined in Section 6 — Schedule. <Add, modify or delete deliverables below, as necessary> • A metadata file complying with the NFIP Metadata Profiles Specifications, must accompany the compliant digital data. • Support documentation and Certification of Work. • <Include if developing Coastal Mapping>Digital work map showing the Coastal High Hazard Area (V zone) delineated along <{Indicate Atlantic Ocean, Gulf of Mexico, Great Lakes, Pacific Ocean, or other> shorelines, transect locations, 1 percent and 0.2 percent annual chance floodplain boundary delineations, regulatory floodway boundary delineations, cross sections, BFEs, flood insurance risk zone designation labels, gutters, PFD, and all applicable base map features. Draft FIRM database prepared in accordance with FEMA standards. * Digital versions of input and output for any computer programs that were used consistent with the DCS (see draft language and coordinate with the Region regarding its appropriate usage). • A Summary Report that describes and provides the results of all automated or manual QA/QC review steps taken during the preparation of the FIRM as outlined in the approved QA/QC Plan. • Any backup or supplemental information including supporting calculations and assumptions used in the mapping required for the independent QA/QC review of Hydrologic, Coastal and /or Hydraulic Analyses and Floodplain Mapping consistent with the DCS (see draft language and coordinate with the region regarding its appropriate usage). • An explanation for the use of existing topography for the studied reaches, if appropriate. • Written summary of the analysis methodologies. • Digital versions of draft FIS report, Floodway Data Tables and updated profiles including all profiles and tables converted to the appropriate datum, as well as any other necessary items for the finalization of the preliminary FIS. • <Include if using GIS -based modeling>If automated GIS -based models arc applied, all input data, output data, intermediate data processing products, and GIS data layers shall be submitted consistent with the DCS (see draft language and coordinate with the region regarding its appropriate usage). • Where paper documentation is required by state law for professional certifications, the CTP may submit the paper in addition to a scanned version of the paper for the digital record. Please coordinate with the regional and/or state representative to verify state reporting requirements. Distribute Draft Map Products Responsible Ma Qpina Partners: Kittitas County Public Works Scope: The Distribute Draft Map Products task consists of the final preparation, review, and distribution of the Preliminary copies of the FIRM and FIS report and the Preliminary SOMA and Risk Assessment National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo) 17 products to community officials and the general public for review and comment. FEMA may audit or assist in these activities if deemed to be necessary by the Regional Project Officer. The activities to be performed are summarized below. Standards: All Preliminary Distribution work shall be performed in accordance with the standards specified in Section 5 – Standards. Deliverables: The CTP shall make the following products available to FEMA by uploading the digital data to the MIP or by distributing the deliverables as noted, in accordance with the schedule outlined in Section 6 – Schedule. • Preliminary transmittal letters shall be prepared and transmitted. • A preliminary copy of the FIRM and FIS report, including all updated data tables and Flood Profiles shall be mailed to the Chief Executive Officer (CEO) and floodplain administrator of each affected community, all other Project Team members, the State NFIP Coordinator, the FEMA Regional Office, and others as directed by FEMA. • Preliminary SOMAs, prepared in accordance with FEMA requirements, shall be provided as appropriate. N • <Optional bullet; remove depending on Region> A self -certification document outlining the funded scope and comments per Region discretion. SECTION 2—Technical and Administrative Support Data Submittal The Project Team members for this Flood Risk Project that have responsibilities for activities included in this MAS shall comply with the data submittal requirements summarized below. and in appropriate guidance. All supporting documentation for the activities in this MAS shall be submitted according to FEMA standards and requirements, and will include a FEDD folder. Submittals must be made to the appropriate PTS for a review of required materials. The CTP will respond to requests from FEMA or its contractors for additional information and ensure that all required documents are included in the TSDN. If any issues arise that could affect the completion of an activity within the proposed scope or budget, the CTP shall complete and submit to FEMA a Special Problem Report (SPR) as soon as possible after the issue is identified. The SPR describes the issue and proposes possible resolutions. For additional information on SPRs, consult the Regional Office. Information supporting FEMA standards and requirements regarding the TSDN and FEDD file may be found in the Data Capture Technical Reference and other associated guidance documents. <Include only those tasks listed below that apply to this Flood Risk Project in Table 2.I > Table 2.1: TSDN Section Mapping Activities National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo 1 18 &|gds f ) — — q § c$ < �§ u Z Perform Discovery Outh PLr 0{ Fid Q SUTVCV DL.vultlp T2nipmAbcOm f if lm Ir! N nde ra Vo�gruplflcData &a;uine Bnw Hnp Deyclop C� gym| r1 u� , Independeni QA/QC: Hyorqlogiclaata DAWN |iydmi Data llt!om 1ndepQndm Q &IO C; I lydrau Ii Data E rfua lFlood Flood- plain m a H A �j�d- Alilwi00 2 / /3 2C2 — — q § < 2 / /3 2C2 Perform hidrp4nd4nt Q A /QC: Flood 131a1n al1pj1)g Develop FIRM Dtiwbasc Nunn 0 no Dk vclop Flood Risk ProdnCts Nunn No � I'rt�tJuc�lr�isirihutc I'refilt�inar�41st, Produ s , 3 fust -Preliminary Mail ProdticliLl� Nunn 0 EN SECTION 3 -PERIOD OF PERFORMANCE The mapping activities outlined in this MAS will be completed as specified in the Cooperative Agreement Funding Opportunity Announcement, Award Notice and/or Articles of Agreement. The Mapping Activities may be terminated at the option of FEMA or the CTP in accordance with the provisions of the Partnership Agreement dated {Insert Partnership Agreement Date}. If these mapping activities are terminated, all products produced to date must be submitted and updated into the MIP (if applicable) and the remaining funds, provided by FEMA for this MAS, from uncompleted activities will be returned to FEMA. Extensions: Requests for time extensions must be supported by adequate justification submitted to the Regional Office a minimum sixty (60) days before the end of the approved Period of Performance. This justification is a written explanation of the reason or reasons for the delay; the amount of additional time requested, an outline of remaining funds available to support the extended Period of Performance; and a description of performance measures necessary to complete the activity. Without justification, extensions requests will not be processed. Financial and Performance reports must be current in order for a time extension to be considered. National FYI Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo 1 20 SECTION 4 FUNDING/LEVERAGE (For CTP, OFA, and/or Community) FEMA is providing funding, in the amount of (Insert amount of funding provided by FEMA) through a Cooperative Agreement to Kittitas County Public Works for the completion of this Flood Risk Project. Kittitas County Public Works shall provide any additional resources required to complete the assigned activities for this Flood Risk Project as outlined in Table 4.1 Contribution and Leverage. During the discovery process, additional needs may be identified. Activities associated with any additional needs would be performed based on availability of additional funds. The leverage listed below includes in-kind services and blue book values for obtained existing information from the CTP or communities associated with the project (i.e., base map data, hydrologic and hydraulic analyses, etc.). These values must also be reported in the MIP by the CTP during the appropriate task. The current Blue Book (3.0) is dated January 2011 and can be downloaded from FEMA's Information Resource Library at http://www.fema.gov/library/viewRecord.do?id=2473. Budget Revisions: The CTP shall follow prior approval requirements for budget revisions found in 2 CFR Part 200. Transfer of funds between total direct cost categories in the approved budget shall receive the prior approval of FEMA when such cumulative transfers among those direct cost categories exceed ten percent of the total budget. If a CTP estimates that it will have funds remaining after the end of the performance period, the CTP must report this to the FEMA Regional Office at the earliest possible time and request disposition instructions. <n the table below, provide the amount of FEMA Contribution and Partner (or community) Contribution for each Project Task included in this MAS. Delete Project Tasks which are not scoped in this MAS.> Optional: Table 4.1: Contribution and Leverage Pariner Leverage 4 Project Management Project Risk Identification and Mitigation Perform Discovery Perform Community Engagement and Project Outreach Develop Flood Risk Products and Datasets National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo ) 21 Independent QA/QC of Regulatory Flood Risk Products and Datasets ` Perform Field Survey I j Develop Topographic Data Independent QA: Topo Base Map Preparation I Independent QA: Base Map Develop Hydrologic Data Independent QA: Hydrologic Develop Hydraulic Data Independent QA: Hydraulic Perform Coastal Analysis Independent QA: Coastal Perform Floodplain Mapping Independent QA: Floodplain Mapping Develop DFIRM Database Produce Preliminary Map Products Independent QA: Preliminary Map E Distribute Preliminary Map National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo ) 22 Final leverage dollars or units will be entered, as applicable, within the Manage Data Development task in the MIP workflow. Leverage data shall be an estimate of available leverage data at the time the MAS is prepared and shall be further defined in the Discovery Report and throughout the project. SECTION 5—STANDARDS The standards relevant to this MAS are presented in FIMA Policy 204-078-1 Standards for Flood Risk Analysis and Mapping, Revision 5, dated May 31, 2016, located at hu://www.fema.gov/media- library/assets/documents/35313. This Policy supersedes all previous standards included in the Guidelines and Specifications for Flood Hazard Mapping Partners, including all related appendices and Procedure Memorandums (PMs). Additional information and links to FEMA Technical References, Procedure Manuals, guidance documents, templates and other resources may be accessed and downloaded at http://www. fema. gov/gu idelines-and-standard s -flood -risk -analysis -and -mapping, To facilitate the use of standards and related documents, users can access the FEMA Guidelines and Standards Master Index Iocated here: hq://www.fema.gov/media-library/assets/documents/94095. This index provides a cross-reference of documentation available for Flood Risk Projects, Letters of Map Change and related Risk MAP activities. The cross-referenced relationships are organized and accessible through linkages for standards, guidance, technical references and templates. The master index is updated in coordination with the FIMA Policy Memo noted above. CTPs and their sub-awardees must comply with FEMA's Federal Regulation 44 CFR, specifically parts 65, 66 and 67, the Document Control Procedures Manual (available here: http://www.fema.gov/media- librW/assets/documents/6859), and the appropriate year CTP Notice of Funding Opportunity and Agreement Articles. CTPs shall also coordinate with their Regional office to determine additional standards that should be met. SECTION 6— SCHEDULE The activities documented in this MAS shall be completed in accordance with Table 6.1 Project Activities Schedule, which should drive the schedule within the MIP. If changes to this schedule are required, the CTP shall coordinate with FEMA and the PMT in a timely manner. <In the table below, list the responsible partners (e.g., CTP, CTP Contractor, CTP and CTP contractor, PTS), as well as the baseline start and end dates for each Project Task included in this MAS. Delete Project Tasks which are not scoped in this MAS.> <When including multiple projects/project areas, prepare a table for each project,project area. Ex: Table 6.1 a - ABC Watershed includes only Project Management and Perform Discovery activities; Table 6.1 b - XYZ Watershed includes Data Dev tasks. > National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo 1 23 Table 6.1: Project Activities Schedule Project Management October 2016 December 2017 Project Risk Identification and Mitigation Engagement and Project Summer 2017 Fall 2017 Outreach November 2016 April 2017 Perform Field Surveys October 2017 Acquire Base Map November 2017 Develop Hydrologic June 2017 November 2016 Data December 2016 Develop Hydraulic Data June 2017 Perform Floodplain July 2017 August 2017 Mapping. Detailed Riverine Perform Floodplain September 2017 August 2017 Mapping: Refinement or Creation of Zone A Perform Floodplain Mapping- Merging Revised and Unrevised Areas September 2017 Perform Floodplain August 2017 Mapping: Redelineation October 2017 November 2017 Distribute Draft Map Products National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo } 24 The CTP will coordinate with FEMA, or its designee, to develop A baseline schedule for individual project activities. FEMA or its designee will utilize the individual project task schedule create the Flood Risk Project in the M1P and baseline the project activities with schedule and cost information within 30 days of the funds being awarded and FEMA's approval of the final cost and schedule. The baseline schedule for individual project activities may be re-baselined in the MIP with approval from the FEMA Project Officer, and does not require a change to this MAS unless the overall project end date is modified. SECTION 7—CERTIFICATIONS Data Capture * DCS Certification Form {Insert appropriate Data Capture Standards (DCS) language applicable to this Mapping Activity Statement. PLEASE NOTE: The DCS are being updated. FEMA Regions should update this document accordingly once the DCS update is complete.} Perform Field Surveys and Develop Topographic Data A Registered Professional Engineer or Licensed Land Surveyor shall provide an accuracy statement for field surveys and/or topographic data used and shall certify these data meet the accuracy statement provided. Data accuracy should be stated used the Federal Geographic Data Committee National Standards for Spatial Data Accuracy, but the American Society for Photogrammetry and Remote Sensing accuracy reporting standards are acceptable. Prepare Base Map • A community official or responsible party shall provide written certification that the digital data meet FEMA minimum standards and specifications. • The CTP shall provide documentation that the digital base map can be used by FEMA and freely made available to the public. Please note that uploading Base Map data to the MIP does not constitute agreement that the digital base map can be used by FEMA. Documentation that the digital base map can be used by FEMA is still required. • Certifications are required at the time the intermediate or final data is submitted. Develop Hydrologic Data, Develop Hydraulic Data, Perform Coastal Analysis, and Perform Floodplain Mapping • A Registered Professional Engineer shall certify hydrologic and hydraulic and coastal analyses and data in accordance with 44 CFR 65.6(f). • Any levee systems to be accredited will be certified by the levee owner or other appropriate entity in accordance with 44 CFR 65.10. • Certifications are required at the time the intermediate or final data is submitted. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {.MASNo 1 25 SECTION 8—TECHNICAL ASSISTANCE AND RESOURCES Project Team members may obtain copies of FEMA -issued LOMCs, archived engineering backup data, and data collected as part of the CNMS process from FEMA and/or your Regional Project Officer. General technical and programmatic information can be downloaded from the FEMA website at http://www.fema.gov/plan/prevent/flim/frm_soft.shtm. Specific technical and programmatic support may be provided through FEMA and/or its contractor; such assistance should be requested through the FEMA Project Officer specified in Section 12 -- Points of Contact. Project Team members also may consult with the FEMA Regional Project Officer to request support in the areas of selection of data sources, digital data accuracy standards, assessment of vertical data accuracy, data collection methods or subcontractors, and GIS -based engineering and modeling training. Please contact the region to obtain the most recent version of the Risk MAP timeline. Assistance with the MIP may be requested at miphelp@riskmapcds.com. SECTION 9 --CONTRACTORS Contractor support may be used for all activities within this SOW, except staffing and mentoring, which must be completed by the CTP. The CTP intends to use the services of Kittitas County Public Works as a contractor for this SOW. The CTP shall ensure that the procurement for all contractors used for this Program Management Activity complies with the requirements of 2 CFR 200. Guidance provided in this part includes, but is not limited to, contract administration and record keeping, notification requirements, review procedures, competition, methods of procurement, and cost and pricing analysis. 2 CFR200 may be viewed online at http://www.eefr.gov/cRi-binitext- idx?SID=ccOlI f4fb962e68cb0da4bc9le8fbb43&rncrtrue&node= t2.1.200&r =a, Additionally, contractors must not pose a conflict of interest issue. OR The CTP does not intend to use the services of a contractor for this SOW. No transfer of funds to agencies other than those identified in the approved cooperative agreement application shall be made without prior approval from FEMA. The CTP shall ensure that the procurement for all contractors, if any are used for this SOW, complies with the requirements of 2 CFR 200. Guidance provided in this part includes, but is not limited to, contract administration and recordkeeping, notification requirements, review procedures, competition, methods of procurement, and cost and pricing analysis. 2 CFR 200 may be viewed online at http://www.eefr.gov/cgi-bin/text- idx?SID=cc011f4fb962e68cb0da4bc91 e8fbb43&mc=true&nodefpt2.1.200&rgn=div5. Additionally, contractors must not pose a conflict of interest issue. Additionally, contractors must not pose a conflict of interest issue. SECTION I0—REPORTING National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo) 26 Financial Reporting: Because funding has been provided to the CTP by FEMA, financial reporting requirements for the CTP will be in accordance with the terms of the Cooperative Agreement Funding Opportunity Announcement, Articles of Agreement or Award Notice for this MAS. The CTP shall also refer to 2 CFR 200. The CTP shall provide financial reports to the FEMA Regional Project Officer and Assistance Officer in accordance with the terms of the signed Cooperative Agreement for this MAS. Performance Reporting_ Recipients are responsible for providing updated performance reports using the SF -PPR on a quarterly basis throughout the period of performance, including partial calendar quarters as well as for periods where no grant award activity occurs. The CTP shall refer to 2 CFR 200 to obtain minimum requirements for progress reporting. The Project Officer, as needed, may request additional information on progress. The CTP may meet with FEMA and/or its contractor(s) as frequently as needed to review the progress of the project in addition to the quarterly financial and status submittals. These meetings may alternate between FEMA's Regional Office, the Kittitas County Public Works office, and conference calls, as necessary. The CTP must report performance of the grant in conjunction with the progress reporting. The performance of the CTP is measured by the following criteria. Quantitative Targets for performance measures will be defined between you and your FEMA Region and amended to the MAS when completed. Table 10.1: Performance Measures Targets Insert appropriate measures in table below based on the document "CTP Performance Measures Menu" and coordination with your FEMA PM. Insert Measure Support the collection, development, evaluation, dissemination, education and communication of multi -hazard and risk assessment data and mapping Management and commitment to existing, and continued support of, multi -hazard identification, risk assessment products and mapping activities and other program activities (such as risk assessments, risk Insert Target 1. Provide Draft Risk MAP Products to the FEMA Region/Regional Support Center for review prior to finalization. 2. Upload Completed Risk MAP work to FEMA Mapping Information Platform (MIP) 1. Attend/Participate/Facilitate Flood Map meetings 2. Routinely engage with FEMA Contractors/Regional Support Center for National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo ) 27 communication and technical assistance for mitigation action] conducted with and by FEMA. Uniqueness and value of the national, State, regional or local relationships maintained, including ability to effectively cooperate and coordinate with stakeholders as well as other whole community stakeholders affected by program activities. Ability to cooperate and coordinate with FEMA Regional staff during all phases of project activities as needed. quarterly status updates 1. Coordinate with State Risk MAP Coordinator to discuss agency's prioritization process for Risk MAP projects as well as schedules, meetings, and stakeholder engagement. 1. Complete SF -425, SF -PPR and Quarterly Narrative in ND Grants 2. Communicate any Program Risks to the Region in a timely fashion The CTP shall communicate with communities throughout the life of each project. Continued engagement is necessary and appropriate and will build upon the relationships established or enhanced during Discovery and provide transparency into the Risk MAP process. This may occur through monthly or quarterly updates or project status calls with community leaders, project websites including updates at several milestones or along a specific timeline, or other methods. <Add information as necessary> SECTION Ll PROJECT COORDINATION Throughout the project, all members of the Project Team will coordinate, as necessary, to ensure the products meet the technical and format specifications required and contain accurate, up-to-date information. Coordination activities may include: <Add information as necessary> • Meetings, teleconferences, and video conferences with FEMA and other Project Team members {specify frequency or dates for meetings) • Telephone conversations with FEMA and other Project Team members on a (specify schedule for calls, ex: weekly, biweekly, monthly, quarterly) basis, and an ad hoc basis, as required. • Updates to the M1P and other FEMA status information systems in accordance with FEMA standards and requirements. National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. (MASNo) 28 • E-mail, facsimile transmissions, and letters, as required. SECTION 12 POINTS OF CONTACT The points of contact for this Flood Risk Project are (Insert name of FEMA Regional Projetc Officer), the FEMA Regional Project Officer; {Insert name of CTP Project Manager), the Project Manager for {Insert CTP name}; or subsequent personnel of comparable experience who are appointed to fulfill these responsibilities. When necessary, any additional FEMA assistance should be requested through the FEMA Regional Project Officer. Each party has caused this MAS to be executed by its duly authorized representative. Mark R. Cook Project Manager Kittitas County Public Works Date: 06/07/2016 {Insert name of FEMA Regional Project Officer) Date Regional Project Officer Federal Emergency Management Agency, Region Region # National FY16 Flood Risk Project MAS Template Version 1.0 Mapping Activity Statement No. {MASNo } 29 KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS WORK SESSION STAFF REPORT WORK SESSION DATE June 13, 2016 TOPIC FEMA Ringer Loop Road Update ACTION REQUESTED Support Staff Negotiating an Alternate Project with FEMA Settling Ringer Loop November Flood Damage Claim LEAD STAFF: Mark R. Cook RECOMMENDATION: Support staff negotiating an alternate project with FEMA settling Ringer Loop November flood damage claim. BACKGROUND: The November 2015 flooding event resulted in significant damage to Ringer Loop Road. Immediately prior to the road flooding, Public Works completed the 2011 FEMA project armoring the roadway with rip rap and Reno blankets. FEMA requires cost estimating supporting restoration to pre-existing condition. Last month, during a site visit with FEMA and WA Military Department, staff identified the complexity of providing a cost estimate restoring Ringer Loop to pre-exiting condition. The Yakima River has removed the river bank and roadway ditch. During moderate flow events, the river is now at the edge of pavement. FEMA allows claimants to pursue an "alternate project" meaning a financial settlement in lieu of construction (90% cost recovery). DISCUSSION: Staff has successfully defined for FEMA the construction method needed to re- establish river bank and roadside ditching. A preliminary cost estimate recently provided to FEMA was approximately $812,000. The County Road Engineer recently independently estimated the project at approximately $860,000. The Director and County Engineer agree on probable project cost within acceptable variance (6%). Page 1 of 2 PUBLIC WORKS BOARD OF COUNTY COMMISSIONERS WORK SESSION STAFF REPORT A final cost proposal now is required (sealed and signed by the County Engineer) so that FEMA can begin the alternate project process. The Director has used this process in previous flooding events with FEMA. We propose negotiating a final settlement value and applying the money towards the acquisition of equipment (this is easiest for FEMA). Public Works has identified two primary equipment needs: midsize trackhoe and survey truck. The existing survey truck does not meet our current need. We do not have a trackhoe of the size routinely needed by Public Works (we are constantly renting). The cost of the midsize trackhoe and survey truck is approximately $400,000. Once final FEMA settlement value is defined, Public Works may be able to add additional equipment to the request. FISCAL IMPACTS: The Road Fund must purchase new equipment and then place it into ER&R (equipment rental and replacement fund). All money spent will be repaid to the fund once FEMA provides alternate project funding. The estimated cost of the midsize trackhoe is $350,000. The survey truck cost is estimated at $35,000. ATTACHMENTS: EXHIBIT 1: Preliminary Cost Estimate to FEMA Page 2 of 2 PUBLIC WORKS BOARD OF COUNTY COMMISSIONERS WORK SESSION STAFF REPORT .� KRTITAS COUNTY PUBLIC WORKS RINGER LOOP RESTORATION COST ESTIMATE ,' '--— OPTION i:-DISASTERREBUILD ROADWAYTO PRE ALIGNMENT MAY 24.20! 6 ASSUMPTIONS Debrls remowl Is Incklota; to rens blonW removal. NOTE ESTIMATE SOURCE$ ARE WSDOT BID TAB DATA AND ACTUAL KIT'.'rrAS COUNTY COST DATA- ATTACHED AS EXHIBITS AND2 OLDER L7rxy 14+4X775 EXHIBIT 1: WSDOT BID TAB DATA DOT ROGBOI x PS6B JOB NO:16X306 IUMBICN NO CONTRACT NO : 008668 RESI031 NO : 4 VERSION i -x; :2 WORK ORDER# : 7[1.6642 SKY OR 142 TITLE OR 142 KLICKITAT RIVER BRIDGE REPLACE BRIDGE 16X308 PROJECT , STPD -01421037 COUNTY(S) :ELICKITAT ENOR, B. L4- ITEM ITEM DESCRIPTION UNIT PRICE PRR UNIT/ 90. EST, QUANTITY YEAS TOTAL AMOUNT PREPARATION 1 MOBILISATION L.S. 160,220.00 2 CLEARDW AID GRUHBING - SIT& SELECTIVE CxyazTNa 0.9000 ACRE 7,500.0000 6,750.00 3 REMOVAL OF STRUCTURE AIM OESTRUCTIONS L.S. 5,500.00 ZOOMING SHAFT OBSTRUCTIONS EST- 10,000.00 = REMOVING EXISTING BRIDGE NO, 142/9 L.S. 100,000.00 i REMDVIMG GUARDRAIL 713.0000 L.R. 5.0000 3,565.00 7 PJ04MNG GUARDRAIL ANCHOR 1.0000 EACH 500.0000 500.00 8 REMOVING GUIDE POST 16.0000 EACH 15.0000 240.00 MASRINtYlpN STATE DEPARTNENT OF TRANSPORTATION 001T6: 03/24/201E + BID CHECK REPORT r x x TOM; 07:51 BIDS OPENED ON : ANARDED ON : Apx 25 2016 ------- LOM BIDDER ------- ..... 2ND BIDDER 3RD BXUUER------- N.J. HUGHES COMSTRUCTION, INC Lzaary COITRACT73NG, INC. CASCADE BRIDGE LLC 11510 HE 87TH AVE 41,950 KINGSTON JORDAN RD 14215 NW 3RD COURT 97383-9704 VANCOUVER NA 986621345 STATMON OR 973833000 VANCOUVER NA 986855760 CONTRACTOR NUMBER : 100214 CONTRACTOR NLIMBER 100673 CONTRACTOR NUMBER 100412 PRICE PER UNIT/ a DIFF./ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ t DIFF./ TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMP.DIPF. TOTAL AMOUNT ANT.DIFP. 9.22 4 175,00D.00 14,780.00 5,000.0000 -33.334 4,500.00 -2,250.00 -72.73% 1,500.00 -4,000.00 0.004 10,000.00 200.000 200,000.00 100,000.00 5.0000 0.00 4 3,565.00 0.00 600.0000 20. DO 4 600.00 100.00 41.0000 173.334 856.00 416.00 31.07% 210,000.00 49,780.00 8,300.0000 10.67 t 7,470.00 770.00 0.00% 5,500.00 0.00 0.001. 10,000.00 -1.75 4 98,250.00 -1,75C.00 5.0000 0.00% 3,565.00 0.00 525.0000 3.00% 525.00 25.00 40.0000 166.07% 640.00 400.00 GRADING 9 ROADUAT EXCAVATION INCL. MAUL 2220.0000 C.Y- 30.0000 30.0000 0.004 21.5000 -28.33 % 66,600.00 66,600.00 0.00 47,730.00 -18,870,00 10 SELECT BORROW INCL. HAUL 300.0000 TOM 30.0000 25,0000 -16.674 17.5000 -41.674 9,000.00 7,500.00 -1,500.00 5,250.00 -3,750.00 34.19% 215,000.00 54,780.0D 13,000.0000 73.334 11,700.00 4,950.00 -9109 4 5,000.00 -500.00 0.00% 10,000.00 O, DC% 100,000.00 0.00 4.2500 -15.00! 3,030.25 -534.75 500.0000 0.00 % 500.00 O.CO 35.0000 133.33 t 560.00 320.00 11.2500 -62.50t 24,975.00 -41,625.00 16.5000 -45.004 4,950.00 -4,050.00 9.22 4 175,00D.00 14,780.00 5,000.0000 -33.334 4,500.00 -2,250.00 -72.73% 1,500.00 -4,000.00 0.004 10,000.00 200.000 200,000.00 100,000.00 5.0000 0.00 4 3,565.00 0.00 600.0000 20. DO 4 600.00 100.00 41.0000 173.334 856.00 416.00 31.07% 210,000.00 49,780.00 8,300.0000 10.67 t 7,470.00 770.00 0.00% 5,500.00 0.00 0.001. 10,000.00 -1.75 4 98,250.00 -1,75C.00 5.0000 0.00% 3,565.00 0.00 525.0000 3.00% 525.00 25.00 40.0000 166.07% 640.00 400.00 GRADING 9 ROADUAT EXCAVATION INCL. MAUL 2220.0000 C.Y- 30.0000 30.0000 0.004 21.5000 -28.33 % 66,600.00 66,600.00 0.00 47,730.00 -18,870,00 10 SELECT BORROW INCL. HAUL 300.0000 TOM 30.0000 25,0000 -16.674 17.5000 -41.674 9,000.00 7,500.00 -1,500.00 5,250.00 -3,750.00 34.19% 215,000.00 54,780.0D 13,000.0000 73.334 11,700.00 4,950.00 -9109 4 5,000.00 -500.00 0.00% 10,000.00 O, DC% 100,000.00 0.00 4.2500 -15.00! 3,030.25 -534.75 500.0000 0.00 % 500.00 O.CO 35.0000 133.33 t 560.00 320.00 11.2500 -62.50t 24,975.00 -41,625.00 16.5000 -45.004 4,950.00 -4,050.00 DOT almol PSGE JOB NO :16X308 REVISION NO CON2RRcT NO : 008085 REGION NO : 4 VERSION NO :2 WORK ORDERS :XL4642 HNY ;SR 142 TITLE :SR 142 KLICKITAT RIVER $RIDGE REPLACE BRIDGE 16X308 PROJECT , STPD -0142 X023) CDURTR(H) :KLICKITAT ITEM ITEM DESCRIPTION UNIT NO, EAT. QUANTITY MEAS GRADING 11 EFflmmoaNT COMPACTION 450.COOC C.Y. DRAINAGE 12 QUARRY SPALLS 155.0000 TON 13 UNDERDRAIN PIPS 6 IN. DIM. 60.0000 1. r. 14 CL. V REINF. CONC. CULV. PIPS 18 IN. DIAM, 117.0000 L. F. STORM SEWER 15 CATCH BASIN TYPE 1 3.0000 EACH 16 SCHEDULE A STORM SEWER PIPE 12 IN. DIM. 89.0000 L.F. WASHINGTON STATE DEPAPMCM OF TRANSPORTATION DATffi: 03/24/X16 • • • BID CHECK REPORT x • ♦ -600.00 T71R: 07:57 35.564 BIDS OPENED ON ; 1,424.00 AWARDED ON : Apr 25 2016 ------- LOW BIDDER ------- 2ND BIDDER ------- ------- 3RD BIDDER ------- N.J. HUGHES CONSTRUCTION, INC LEGACY OONT'RACTING, INC. CASCADE BRIDGE LLC 11510 HE 87TH AV2: 41650 KINGSTON JORDAN RD 14215 HN 3RD COURT 97383-9704 VANCOUVER WA 986621345 STAYTDN OR 973633000 VANCOUVER WA 986855760 CONTRACTOR NUi09ER 100214 CONTRACTOR N01BER 100073 CONTRACTOR HOIG R 100412 ENGR'a. EST. PRICE PBR UNIT/ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNZT/ 4 DIFF./ PRICE PER UNIT/ 4 DINE/ TOTAL AMOUNT TOTAL AMOUNT AW.DIST. TOTAL AMOUNT ANT.DIFF_ TOTAL AMOUNT ANNT.DITT. 5.0000 2,230.00 45.0000 6,975.00 25.0000 1,500.00 125.0000 14,625.00 2,250.0000 6,750.00 45.0000 4,005.00 6.0000 20.009 11.9500 139.008 2,700.00 450.00 5,377.50 3,127.50 30.0000 -33.334 4,650.00 -2,325.00 15.0000 -40.004 900.00 -600.00 100.0000 -20.004 11,70D.00 -2,925.00 1,200.0000 -46.674 3,600.00 -3,150.00 40.0000 -11.11 4 3,560.00 -445.00 STRUCTURE 17 STRUCTURE EKCAVATION CLASS A INCL. HAUL 192.0000 C.Y. 25.0000 35.0000 40.004 4,800.00 6,720.00 1,920.00 16 SOIL KXCAVATION AM SHAFT INCLUDING HAUL 96.0000 C.Y. 500.0000 1,500.0000 200.004 48,000.00 144,000.00 96,000.00 34.5000 -23.33 4 5,347.50 -1,627.50 20.5000 -10,00% 1,230.00 -270.00 87.5000 -30.000 10,237.50 -4,387.50 1,700.0000 -24.44 4 5,100.00 -1,650.00 73.2500 62.704 6,519.25 2,514.25 32.7500 31.00% 6,288.00 1,488.00 1,900.0000 280.0016 182,400.00 134,400.00 1.5500 -69.004 697.50 -1,552.50 33.0000 -29.67% 5,115.00 -1,060.00 27.0000 8.004 1,620.00 120.00 52.0000 -34.404 9,594.00 -5,031.00 2,050.0000 -8.894 6,150.00 -600.00 61.0000 35.564 5,429.00 1,424.00 95.0000 280.004 18,240.00 13,440.00 1,330.0000 166.00$ 127,680.00 79,680.00 DOT RGGBOI PS6E JOB No :16X308 REVISION 0 - CONTRACT NO :008688 REGION NO :4 VERSION RD :2 WOW OADER6 ; XIA642 HNY :6R 142 20,000.00 TITLE :SR 142 KLICKITAT RIVER BRIDGE REPLACE BRIDGE 16X306 21 GRAVIL BACKFILL FOR BALL PROJBCT , 9TP8-014210231 140.0000 C.Y. COUNTYf81-.KLICKITAT ITIK ITEM DHSCRIPTXON UNIT NO. HST, QUANTITY MEAS RRSHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE: 03/'5/2016 + . • BID CHECK REPORT • • • TIE03: 07:57 RIDS OPENED ON : AXMWD ON ; Apr 25 2016 ------- LOW BIDDER ------- 2ND BIDDER - ------- 3RO BIDDER ------- N.J. HUGHES CONSTRUCTION, INC LZAACr CONTRACTING, INC. CASCADR BRIDGE LLC 11510 WE 87TH AVE 41850 KINGSTON JORDAN RD 14215 NK 3RD COURT 97383-9704 VANCOUVER IIA 986621345 STAYTON OR 973833000 VANCOUVER 1B 966855760 CONTRACTOR R08BHR : 100214 CONTRACTOR NUIIDER : 100873 CONTRACTOR 110NBSR : 1OD412 INGR'S. RST. PRICE PER UNIT/ PRICE PER UNIT/ 0 DIFF./ PRICE PER UNIT/ 4 DIFF.J PRICE PER UNIT/ 4 DIFF./ TOTAL AMOUNT TOTAL AMOUNT ANT.DIFF. TOTAL AMOUNT AHT.DIFF. TOTAL AMOUNT ANT.DIFF. STRUCTURE 19 RUCK EXCAVATION FOR SHAFT INCLUDING HAUL 28.0000 C.Y. 1,000.0000 20,000.00 20 SHORING OR EXTRA EXCAVATION CL. A HR. 190. 142/9 L.B. 30,000.00 21 GRAVIL BACKFILL FOR BALL 140.0000 C.Y. 45.0000 6,300.00 22 FURNISHING 6 PLACING TEMP. CASING E(,P, 4-0" DIA. SHAFT 150.0000 L.F. 100.0000 15,000.00 23 FUEWIBX=G FE309=NT CASING FOR V-0- DIAN. SAAFT 22.0000 L.F. 500.0000 11,000.00 24 PLACING PERMANENT CASING FOR 41-0" DIM. SHAFT 2.0000 FACE 5,000.0000 10,000.00 25 CASINO smoRINO 45.0000 L.F. 100.0000 4,500.00 26 ST. RSINF. BAR FOR BRIDGE 22500.0000 LB. 1.2000 27,000.00 27 ST. RHINF. BAR FOR SHAFT 39000.0000 LE. 1.2000 46,800.00 28 CSL ACCESS TUBE 990.0000 L.F. 8.0000 7,920.00 29 CONC. CLASS 4000 FOR KRIM 130.0000 C.Y. 650.0000 64,500.00 3,000.OD00 206.006 84,000.00 56,000.00 -90.83% 2,750.00 -27,250.00 40.0000 -11.11 6 5,600.00 -700.00 1.0000 -99.00 t 150.00 -14,650.00 350,0000 -30,004 7,700,00 -3,306.00 7,500.0000 50,006 15,000.00 5,000.00 55.0000 -45,004 2,475.00 -2,025,00 2.OD00 66.671 45,000.00 SB,060,00 2.3000 91.676 89,700.00 42,900.00 2.3000 -71.256 2,277.OD -5,643.00 715.0000 10.00% 92,950,00 8,450.00 5,075.0000 407,50 4 142,100.00 114,100.00 -65.83 4 10,250.00 -19,750.00 68.9506 53.224 9,653.00 3,353.00 41.0000 -59.004 6,150.00 -8,850.00 370.0000 -26.00% 6,140.00 -2,860.00 6,500.0000 70.00% 17,000.00 7,000.00 390.0000 290,00% 17,550.00 13,050.00 1.2500 4.17 t 28,125.00 1,125.00 1.5500 29.17 t 60,450.00 13,650.00 9.9500 24.38 4 9,850.50 1,930,50 925.0000 42.314 120,250.00 35,750.00 2,500.0000 150.004 70,000,00 42,000.00 83.33 6 55,000,00 25,000.00 130.000C 188.894 18,200.00 11,900.00 1.0006 -99.004 150.00 -14,850.00 285.0000 -43.009 6,270.CC -4,730,00 5,100.00CC 2.001 10,200.00 200.00 1.0000 -99.004 45.00 -4,455.00 1.2506 4.174 28,125.00 1,125.0C 1.2500 4.176 48,750.00 1,950.00 7.7500 -3.139 7,672.50 -247,50 950.0000 46,15% 123,500.00 39,000,00 DOT ROGHOI PSLE JOE NO :IWOS REVISION NO CONTRACT NO :008888 REGION NO :4 VERSION `-) :2 WORE ORDER# :]x,4642 BWY :SR 142 TITLE :SR 142 ELICEITAT RIVER BRIDGE REPLACE BRIDGE 16x308 PROJECT , STRE-014240231 COUNTY(S) :XLICHITAT ITEM ITEM UESCRIPTION UNIT NO. EST. QUANTITY NEAS STRUCTURE 30 OONC. CLASS 4000P FOR SHAFT 105.0000 C.Y. 31 PRESTRESSED CONC. GIRDER MF36G 580.0000 L.F. 32 DEFICIERT STRENGTH CONC. PRICE ADJUSTMENT CALC 33 SUPERSTRUCTURE BRIDGE NO, 142/9 REPLACEMM L.S. 34 TRAFFIC EAERIER 403.0000 L. Ir. 35 BRIDGE APPROACH SLAB 165.0000 S.Y. SURFACING 36 CRUSHED SURFACING EASE COURSE 1100.0000 TON WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OARS: 03/24/2016 * * * BID CHECK REPORT * * • 7.'M6 07:57 RIDS ODEXRD ON : AWARDED ON : Apz 25 2016 ------- LOW BIDDER ------- 2ND BIDDER ------- ------- 31D BIDDER------- M.J. HUGH&S CONSTR=XON, INC LEGACY CONTRACTING, INC. CASCADE BRIDGE LLC 11510 WE 67TH AVE 41850 KINGSTON JORDAN RD 14215 NW 3RD COURT 97383-9704 VANCOUVER WA 986621345 STAYTCN OR 973833000 VANCOUVER NA 966855760 CONTRACTOR NUMBER 100214 CONTRACTOR NUMBER 100073 CONTRACTOR XUXBZR ; 100412 mm, a. EST. PRICE PER UNIT/ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 6 CIFF./ TOTAL ANDUNT TOTAL AMOUNT Am.DIFF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT ANT.DIFF. 250.0000 26,250.00 300.OD00 174,000.00 -1.00 351,000.00 125.0000 50,375.00 250.0000 46,250.00 35.0000 38,500.00 430.0000 72.004 45,150.00 18,900.00 323.0000 7.67% 187,340.00 13,340.00 0.00 -1.00 -14.53% 300,000.00 -51,000.00 140.0000 12.004 56,420.00 6,045.00 295.0000 14.006 52,725.00 6,475.00 30.0000 -14.296 33,000.00 -5,500.00 HOT MIX ASPHALT 37 HMA CL. 3/8 IN. PG 64-22 4O0.000C TOM 150.0000 185.0000 23.33 4 60,000.00 74,000.00 14,000.00 30 JOE MIX C01@LIANCE PRICE ADJUSTMENT CALC 0.008 1,560.00 1,560.00 550.0000 120.008 57,750.00 31,500.00 360.0000 20.008 208,800.00 34,800.00 0.00% -1.00 -30.10% 245,365.00 -105,635.00 155.0000 24.004 62,465.00 12,090.00 335.0000 34.00 4 61,975.00 15,725.00 23.5000 -32.86 4 25,850.00 -12,650.00 130.0000 -13.33 4 52,000.00 -8,000.00 0.00% 1,560.00 335.0000 34.00$ 35,175.00 8,925.00 435.0000 45.008 252,300.00 78,3CO.00 0.004 -1.00 -0.28 t 350,000.00 -1,000.00 200.0000 60.00 4 80,600.00 30,225.00 310.0000 24.00% 57,350.00 11,100.00 30.5000 -12.866 33,550.00 -4,950.00 125.0000 -16.676 50,000.00 -10, 000.00 0.004 1,560.00 DOT_AGGBOI WASHINGTON STATS DEPARTMENT OF TRANSPORTATION DATE: 03/24/2016 ' * • BID CHECK IMPORT i * i TDMs 07:57 PSGE ,TCB NO: 16X906 REVISION NO BIDS OPENED ON ' CONTRACT NO :008888 REGION NO :4 AWARDED ON : Apz 25 2016 VERSION 210 :2 WORE ORDER4 :XL4642 BUY :SR 142 ------- LOW BIDDER------- 2ND BIDDER ----" - ------- 3RD BIDDER------- TITLE :SR 142 M.J. HUGHES CONSTRUCTION, INC LEOACY CONTRACTING, INC. CASCADE BRIDGE LLC KLICKITAT RIVER BRIDGE 11510 NE 87TH AVE 41850 KINGSTON JORDAN RD 142%5 RW 3RD COURT REPLACE BRIDGE 16X300 97383-5704 PROJECT , STPF-0142(073) VANCOUVER WA 986621345 STAYTOI4 OR 973833000 vANCODVER WA 986055760 COUNTY(B) : KLICKITAT CONTRACTOR XOMBER 100214 CONTRACTOR NUMBER : 100873 CONTRACTOR NIBBBR 100412 ENGR'8. EST. ITEM ITEM DESCRIPTION UNIT PRICE PER UNIT/ PRICE PER UNIT/ t DIFF./ PRICE PER UNIT/ t DIFF./ PRICE PER UNIT/ % CIPF./ NO. EST. QUAXTITY MEAS TOTAL AMOUNT TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT ANT. DIFF. TOTAL AMOUNT AMI.DIFF. HOT MIX ASPHALT 39 COPACTION PRICE ADJU87M NT CALL 0.00 11 0.00 4 0.00% 910.00 910.00 910.00 910.00 40 ASPHALT COST PRICE ADJUSTMENT CALL 0.00 4 0. 00 % 0.0G% -1.00 -1.00 -1.00 -1.CC 41 COMMERCIAL 8831 280.0000 TCN 130.0000 325.0000 150.0011 127.0000 -2.314 125.0000 -3.954 36,400.00 91,000.00 54,600.00 35,560.00 -840.00 35,000.00 -1,400.00 42 LONGITUDINAL JOINT BEAL 92.0000 L.F. 45.0000 40.0000 -11.114 47.5000 5.56 t 33.0000 -29.674 4,140.00 3,680.00 -460.00 4,370.00 230.00 3,036.00 -1,104.00 EROSION CONTROL AND ROADSIDE PLANTING 43 EROSION CONTROL AND WATER POLLUTION PREVENTION L.S. -92.SD% -83.77 11 -75.004 100,000.00 1,500.00 -92,5C0.00 16,235.00 -83,765.00 25,000.00 -75,000.00 44 COMPOST BLANKET 1800.0000 S.Y. 4.0000 2.5000 -37.50% 4.5500 13.750 4.250C 6.251 7,200.00 4,500.00 -2,700.00 6,190.00 990.00 7,650.00 450.00 45 SEEDING, FERTILIZING, MULCHnM - SITE ROADSIDE 0,2000 ACRE 6,000.0000 12,000.0000 100.00% 7,090.0000 31.50% 13,500.0000 125.0011 1,200.00 2,400.00 1,200.00 1,578.00 378.00 2,700.00 1,500.00 46 TOPSOIL TYPE C 0.5000 ACRE 7,000.0000 17,500.0000 150.00% 6,200.0000 17.14% 29,500.0000 321.434 3,500.00 8,750.00 5,250.00 4,100.00 600.00 14,750.00 11,250.00 47 BARK OR WOOD CHIP KULCH 0.3000 ACRE 16,000.0000 7,000.0000 -56.254. 7,800.0000 -51.25% 32,500.0000 103,13% 4,800.00 2,100.CD -2,700.00 2,340.00 -2,460,06 9,750.CC 4,950.00 48 WEED AID PEST CONTROL CHEMICAL APPLICATION 10.0000 ia' 100.0000 120.0000 20.0011 100.0000 0.001 170.0000 741.00% 1,000.00 1,200.00 200.00 1,000.00 0.00 1,700.00 700.00 DOT BGGBOS PS4E JOB NO :16X308 REVISION NO ; CONTRACT NO :008608 1UP.0iOS NO : 4 VERSION !A :2 WORK ORDERN :XL4642 HWY :8R 142 40.00 4 TITLE ;SR 142 ....... 2ND BIDDER ---. ... ------- 3RD BIDDER •------ RLICKITAT RIVER BRIDGE LSGACY CONTRACTING, INC. REPLACE BRIDGE 11510 ME 87TH AVE 41850 KINGSTON JORDAN RD 16X308 56 BEAM GUARDRAIL TRANSITION SECTION TYPE 21 PROJECT , 9TPF-4)1421023) VANCOUVER WA 986621345 COUNTY(S) :RLICEITAT CONTRACTOR NUMBER 100214 Irm ITEM DESCRIPTION UNIT NO. BST. QUANTITY HEAD WASHINGTON STATS DEPARTMENT OF TRANSPORTATION DAME: 03/34/2616 ' * + BID CHECK BERM r • r 6C0.00 Tam: 07:57 50.0000 B177B OPBHED OS 54 BEAM MILRORALIL TYPE 31 40.00 4 ANARDED ON : Apr 25 7016 ------- LOW BIDDER ------- ....... 2ND BIDDER ---. ... ------- 3RD BIDDER •------ N.J. RU6HES CONSTRUCTION, INC LSGACY CONTRACTING, INC. CASCADE BRIDGE LLC 11510 ME 87TH AVE 41850 KINGSTON JORDAN RD 14215 NW 3RD COORT 56 BEAM GUARDRAIL TRANSITION SECTION TYPE 21 97363-9704 6.0000 EACH VANCOUVER WA 986621345 9TAYTou OR 973833000 VANCOUVER NA 986855760 CONTRACTOR NUMBER 100214 CONTRACTOR NUMBER 100873 CONTRACTOR NM03ER : 100412 ERGR'S. EST. 13,680.00 r iii PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 4 DIFF./ TOTAL A60DST TOTAL AMOUNT AMT.DIFF. TOTAL AllW1NT AMT.DIFF. TOTAL AMOUNT AMT.DIFF. EROSION CONTROL AND ROADSIDE PLARTING 49 NEED AIM PEST CONTROL - BAND OR MECHANICAL CONTROL 10.0000 RR 60.0000 600.00 50 TESC COMPLIANCE INCENiTIVE CALC 10,000.00 51 TEMPORARY DAM 5.0. 5,000.00 52 FORCE ACCOUNT CHANNEL RESTORATION EST. 10,000.00 TRAFFIC 100.004 53 ZXTRDDEO CORK 6C0.00 12.0000 L.P. 50.0000 10,000.OD 600.00 54 BEAM MILRORALIL TYPE 31 40.00 4 49.00OD L.P. 38.0000 1,862.00 55 REAM GUARDRAIL TYPE 31 BON -FLARED TERM7E= 2.0000 EACH 2,750.0000 5,500.00 56 BEAM GUARDRAIL TRANSITION SECTION TYPE 21 6.0000 EACH 3,250.0000 19,500.00 57 TEMPORARY CONC. BARRIER 760.0000 L.T. 18.0000 13,680.00 56 TE#lPORAKY IMPACT ATTENUATOR 4,0000 EACH 3,500.0000 14,000.00 120.0000 100.004 1,200.00 6C0.00 0.00 4 10,000.OD 40.00 4 7,000.00 2,000.00 0.00% 10,000.00 60.0000 20.00% 720.00 120.00 60.0000 57.05% 2,940.00 1,078.00 4,000.0000 45.454 0,000.00 2,500.00 2,000.OD00 -38.464 12,DOD.00 -7,500.00 20.0000 11.11% 15,200.00 1,520.00 2,500.0000 -20.574 10,000.00 -4,000.00 100.0000 66.67% 1,000.00 400.00 10,000.00 270.004 18,500.00 13,500.00 0.000 10,000.00 50.0000 0.00% 600.00 0.00 80.0000 110.531 3,920.00 2,058.00 3,200.0000 16.364 6,400,00 900.00 3,600.0000 10.77% 21,600.00 2,100.00 22.5000 25.00% 17,100.00 3,420.00 3,200.0000 -8.574 12,800.00 -1,200.00 115.0000 91.67% 1,150.00 550.00 0.00a 10,000.00 250.004 12,500.00 7,500,00 0.004 10,000.00 100.0000 100.00% 1,200.00 600.00 52.0000 36.84 4 2,548,00 606.00 3,300.0000 20.00 % 6,600.00 1,100.00 1,600.0000 -50.77 % 9,600.00 -9,900.00 20.0000 11.11% 15,200.00 1,520.00 2,100.0000 -40.004 0,400.00 -5,600.00 DDT RGGBOI PS4E SOB NO:1SX308 REVISION NO CON'T'RACT NO :008088 REGION NC : 4 VERSION NO :2 WORK ORDNRI :XIA642 NNY :OR 142 TITLE :SR 142 ------- 2ND BIDDER ------- ELICEITAT RIVER BRIDGE REPLACE BRIDGE M.J. HUGHES OONBTAL'CTION, INC 16X308 CASCADE BRIDGE LLC PROJECT , 9TPF-014210231 11510 HE 87TH AVE COUNTY(S) :RLICKITAT 14215 NW 3RD COURT ITEM ITEM DESCRIPTION MIT NO. EST. QUANTITY MEAS TRAFFIC 59 17EN17iLE GUIDE POST 12.000C RACE 60 PAINT LIRE 1680.0000 L.P. 61 PLASTIC DRAINAGE MARRING 3.0000 BACs .� RECESSED PAVEMENT MARESR 0.1000 HUND 63 PERMANENT SIGH33IG L.S. 64 TEMPORARY PAVEMENT MARKING -LANG DURATION 1034.0000 L.F. 65 CONDUIT PIPE 2 IN. DIAM. 990.0000 L.F. 66 PROJECT TEMPORARY TRAFFIC CONTROL L.B. 67 CONSTRUCTION SIGNS CLASS A 268.0000 S.F. WASHINGTON STATS DEPARTkMNT OF TRANSPORTATION OATS; 03/'4/2616 + + BID CHECK REPORT • • + 7M. 07:57 100.0000 1,200.00 1,2500 2,100,00 150.0000 450.00 1,000.0000 100.00 8,600.00 2.5000 2,585.00 16.0000 15,200.00 141,194.00 18.0000 4,824.00 150.0000 50.009 1,600.00 600.00 1.5000 20.00% 2,520.00 420.00 120.0000 -20.0018 360.00 -90.00 42,000.0060 4,100.006 4,200.00 4,100.00 -12.799 7,500,00 -1,100.00 5.0000 100.004 5,170,00 2,505.00 12.0000 -25.004 11,400.00 -3,800,00 -64.594 50,000.00 -91,194.00 20.0000 11.114 5,360.00 536.00 OTHER ITEMS 68 SCHEDULE 80 PVC CONDUIT 4 IN. DIM. 340.0000 L.F. 18.0000 45.0000 150.004 6,120.00 15,300.00 9,180.00 34.0000 -66.00% 408.00 -792.00 0.7500 -40.00% 1,260.00 -840.00 50.0000 -66.67 4 150.00 -300.00 1,200.0000 20.00% 120.00 20.00 0.00 % 6,600.00 0.00 2.5500 2.00 % 2,636.70 51.70 29.5000 84.37 4 28,025.00 12,825.00 -71.674 40,000.00 -101,194.00 35.0000 94.444 9,380.00 4,556.00 40.0000 122.22% 13,600.00 7,480.60 125.0000 25,001 1,500.00 300.00 1.3000 4.00% 2,164.00 84.00 105.0000 -30.001 315.00 -135.00 36,000,0000 3,500.001, 3,600.00 3,500.00 -6.981* 8,000.00 -600.00 4.0500 62.009 4,187.70 1,602.70 32.0000 100.004 30,400.00 15,2CO.00 -64.59% 50,000.00 -91,194.00 20.0000 11.11% 5,360.00 536.CD 60.0000 233.3319 20,400.00 14,280.00 BIDS OPilm JK AWARDED HK : Apr 25 2016 ------- LOW BIDDER ------- ------- 2ND BIDDER ------- 31AD BIDDER ------- M.J. HUGHES OONBTAL'CTION, INC LEGACY COOTRACTING, INC. CASCADE BRIDGE LLC 11510 HE 87TH AVE 41850 KINGSTON JORDAN RD 14215 NW 3RD COURT 97383-9704 VANCOUVER VA 986621345 STAYTCN OR 973833000 VANCOUVER BA 986855760 CONTRACTOR NORM 100214 CONTRACTOR NU BER 100873 CONTRACTOR NUKBER 100412 ENGR'S. SST. PRICE PER UNIT/ PRICE PER UNIT/ 9 DIFF./ PRICE PER UNIT/ 9 DIFF./ PRICE PER UNIT/ R OIIF./ TOTAL AMOUNT TOTAL AMOUNT AM.DIFF. TOTAL AMOUNT ANT.DiFF. TOTAL ANOUNT ANT.DIFF. 100.0000 1,200.00 1,2500 2,100,00 150.0000 450.00 1,000.0000 100.00 8,600.00 2.5000 2,585.00 16.0000 15,200.00 141,194.00 18.0000 4,824.00 150.0000 50.009 1,600.00 600.00 1.5000 20.00% 2,520.00 420.00 120.0000 -20.0018 360.00 -90.00 42,000.0060 4,100.006 4,200.00 4,100.00 -12.799 7,500,00 -1,100.00 5.0000 100.004 5,170,00 2,505.00 12.0000 -25.004 11,400.00 -3,800,00 -64.594 50,000.00 -91,194.00 20.0000 11.114 5,360.00 536.00 OTHER ITEMS 68 SCHEDULE 80 PVC CONDUIT 4 IN. DIM. 340.0000 L.F. 18.0000 45.0000 150.004 6,120.00 15,300.00 9,180.00 34.0000 -66.00% 408.00 -792.00 0.7500 -40.00% 1,260.00 -840.00 50.0000 -66.67 4 150.00 -300.00 1,200.0000 20.00% 120.00 20.00 0.00 % 6,600.00 0.00 2.5500 2.00 % 2,636.70 51.70 29.5000 84.37 4 28,025.00 12,825.00 -71.674 40,000.00 -101,194.00 35.0000 94.444 9,380.00 4,556.00 40.0000 122.22% 13,600.00 7,480.60 125.0000 25,001 1,500.00 300.00 1.3000 4.00% 2,164.00 84.00 105.0000 -30.001 315.00 -135.00 36,000,0000 3,500.001, 3,600.00 3,500.00 -6.981* 8,000.00 -600.00 4.0500 62.009 4,187.70 1,602.70 32.0000 100.004 30,400.00 15,2CO.00 -64.59% 50,000.00 -91,194.00 20.0000 11.11% 5,360.00 536.CD 60.0000 233.3319 20,400.00 14,280.00 DOT RG00101 PS4E JOE NO :16X308 REVISION NO : CONTRACT NO :000888 REGION NO :4 VERSION HD :2 NORK ORDER# :XL4642 R7[Y :SR 142 RACE TITLE :SR 142 L.S_ XLICKITAT RIVER BRIDGE 60.0000 REPLACE BRIDGE 73 GRAVEL hhCceY*•t. FOR DRAIN 16X308 C.Y. PROJECT , STPF-0142(023) 600.0000 COUNTY(S) :KLICKITAT ITEM ITEM DESCRIPTION UNIT NO. EST. QUANTITY NEAS OTHER ITEM 69 ROB CONDUIT 4 IN. DIM. 40.0000 L.S. 70 UTILITY BANGER 31.0000 RACE 71 TYPE B PROGRESS SCHEDULE L.S_ 72 STRUCTURE EXCAVATION CLASS R INCL. RAUL 60.0000 C.Y. 73 GRAVEL hhCceY*•t. FOR DRAIN 24.0000 C.Y. 74 TRAINING 600.0000 HR 75 ROADSIDE CLEANUP EBT. 76 S'RIHMM AND CLEANUP L.S. 77 RExMBURSRNENT 90R THIRD PAETY DAMAGE EST. 78 MINOR CHANGE CALC 79 SPCC PLAN L.S. VASKINWON STATE DEPARTMENT OF TSAASPORTATIOi DATE: 03/24/=016 • ♦ a BID CHECK REPORT • + • Tno: 07.57 BIDS OPENED ON : AEARDED ON : Apr 25 2016 ------- LOW BIDDER ------- 2ND BIDDER ------- ------- 3RD BIDDER N.J. HUGHES CONSTRUCTION, INC LEGACY CONTRACTING, INC. CASCADE BRIDGE LLC 11510 HE 87TH AVE 41850 KINGSTON JORDAN RD 14215 NN 3RD COURT 97303-9704 VANCOUVER WL 986621345 STAYTON OR 973833000 VANCOUVER NA 986855760 CONTRACTOR NUMBER 100214 CONTRACTOR HMO= 100873 CONTRACTOR NUMBER 100412 RNGR'S, EST. PRICE PER UNIT/ PRICE PER UNIT/ 9 DIFF./ MICE PER UNIT/ t DIFF./ PRICE PER UNIT/ 8 CIFF./ TOTAL AMOUNT TOTAL. AMOUNT &Vr.DIFF. TOTAL AMOUNT ANT.DIFF. TOTAL A1pUNT AW.DIFF. 30, OCDO 1,200.00 500.0000 15,500.00 5,000.00 30.0000 1,800.00 40.0000 960.00 12.0000 9,600.00 2,000.00 5,000.00 5.00 -1.00 5,000.00 100.0000 233.331 4,000.00 2,8C0.00 750.0000 50,00% 23,250.00 7,750.00 0.00 9 5,000.00 0.00 45.0000 50.00 9 2,700.00 900.00 75.0000 07.509 1,800.00 840.00 5.0000 -50.334k 4,000.00 -5,600.00 0.00% 2,000.00 -40.00 It 3,000.00-2,CC0.00 0.009 5.00 0.00 9 -1.00 -85.00 9 750.OD -4,250.00 85,0000 183.33 9 3,400.00 2,200.00 955,0000 91.00t 29,605.00 14,105.00 0.00% 5,000.00 0.00 38.2500 27.5016 2,295.00 495.00 54.5000 36.254 1,308.00 348.00 10.0000 -16.679 8,000.00 -1,600.00 0.00% 2,000.00 -4.00 4 4,800.00 -200.00 0.004 5.00 0.00 9 -1.00 -60.004 2,000.00 -3,000.00 70.0000 133.334 2,80O.CC 1,600.00 630.0000 26.Doa 19,530.0C 4,030.00 0.004 5,000.00 0.00 27,0000 -10.006 1,620.00 -180.00 16.0000 -60.009 384.00 -576.00 2.0000 -83.334 1,600.00 -8,000.00 o.00 % 2,000.CC -30.004 3,500.00 -1,500.00 0.0c 4 5.00 0.06 a -1.00 -95.00 4 250.CC-4,750.00 DOT_RGG801 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE: 03/^_5/2036 • • BID CHECK REPORT * * • TINE: C7:57 PS4E JOE No! 16X308 REVISION NO BIDS OPENED ON : OONTRACT NO :008888 REGION NO :4 AWARDED ON : Apr 25 2016 VERSION NO :2 WORE ORDERN :EL4642 HWY :OR 142 ------- LOW BIDDER ------- ------- 2ND BIDDER ------- -- 3RD BIDDLR ------- TITLE OR 142 N.J. HUGHES CONSTRUCTION, INC LEGACY CONTRACTING, INC. CASCADE BRIDGE LLC RLICSITAT RIVER BRIDGE 11510 NO 67TH AVE 41850 XINGSTON JORDAN RD 14215 NN 3RD COURT RSBLACZ SRIDGR 167[308 97383-9704 PROJECT , STEr-01420237 VANCOUVER AA 986621345 STAYTON OR 973833000 VANCOUVER NA 986855760 COUNTY 187 :ELICRITAT COMPACTOR NUMBER 100214 CONTRACTOR NUMBER 100873 CONTRACTOR NW®SR 100412 SNOR'8. EBT, ITEM ITEM DESCRIPTION UNIT PRICE PER UNIT/ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 4 DIFF,/ PRICE PER OBIT/ % CIFF./ NO. EST. QUANTITY NEAR TOTAL AMOUNT TOTAL AMOONT A=. DIFF. TOTAL. AMMT ANT.DIFF. TOTAL AMOUNT ANT.DITF. OTRER ITEMS 80 CONSTRUCTION OWTMUTILE FOR SOIL 81IBILIFATION 752.0000 S. Y. 2.5000 3. DOCO 20.00% 2.3000 -8.004 3.6000 44.00% 1,800.00 2,256.00 376.00 1,729.60 -150.40 2,707.20 627,20 CONTRACT TOTAL 81,940,442.00 42,097,016.00 8.074 $2,097,235.55 8.00% $2,121,722.15 9.344 BABE TOTAL $1,940,442.00 82,097,016.00 8.074 42,097,235.55 8.081 $2,121,722.15 9.341 OOT RGGBOI WASHINGTON PS4E JOB NO :16X308 REVISION kt CONTRACT NO :008888 REGION NO :4 VERSION vo :2 WORK ORDER/ : xL4642 BIDS OPEN93D ON : ANY ;OR 142 TITLE :SR 142LI ------- ATH BIDDER KCXITAT RIVER BRIDGE ------- 5TE BIDDER ------- REPLACE BRIDGE RATSCHY, INC. 16X308 1133 W COLUNBIA OR PROJECT , 9TPF-014210291 1363 DOWN RIVER OR COUNTY(8) :RLICKITAT ENGR'S. EST. ITEM ITEM DESCRIPTION UNIT PRICE PER UNIT/ NO. EST. QUANTITY MEAS TOTAL AMOUNT PREPARATION PRICE PER OMIT/ 8 Dim/ 1 MOBILISATION TOTAL AMOUNT AMT.DIFF. L.B. TOTAL AMOUNT AMT.DIFF. 160,220.00 2 CLEARING AND GRUBBING BITE SELECTIVE CLEARING 0.9000 ACRE 7,500.0000 6,750.00 3 REMOVAL OF STRUCTURE AND OBSTRUCTIONS L.S. 5,500.00 4 REMOVING SHAFT OBSTRUCTIONS F c7 10,000.00 5 RENDVING EXISTING BRIDGE NO. 142/9 L.S. 100,000.00 6 REMOVING GURAE UARL 713.0000 L.F. 5.0000 3,565.00 1 REMOVING GUARDRAIL ANCHOR 1.0000 EACH 500.0000 500.00 N REMOVING GUIDE POST 16.0000 EACH 15.0000 240.00 STATE DEPARTMENT OF TRANSPORTATION DATE; 03/24/2016 * * BID CHECK REPORT * * • TDAi: 07:57 BIDS OPEN93D ON : AWARDED ON : Apr 25 2016 ------- ATH BIDDER 6TH BIDDER ------- 5TE BIDDER ------- APOLLO, INC. RATSCHY, INC. STELLAR J. CORPORATION 1133 W COLUNBIA OR 9210 RE 62ND AVE 1363 DOWN RIVER OR 99336-3472 XZMMICK WA 993360617 VANCOUVER NA 966659303 WOODLAND WA 986749546 CONTRACTOR NUMBER 100265 CONTRACTOR 9 100156 CONTRACTOR NUMBER 101038 PRICE PER UNIT/ 4 DIFF./ PRICE PER OMIT/ 8 Dim/ PRICE PER UNIT/ f [IFF./ TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.DIFF. 31,074 210,000.00 49,780.00 49,667,0000 562.23 t 44,700.30 37,950.30 484.56 4 32,151.00 26,651.00 0.004 10,000.00 -19.624 80,379.77 -19,620.23 4.5900 -8.201 3,272.67 -292.33 539.4600 7.598 539,46 39.46 22,1300 47.53% 354,08 114.08 69.52% 270,000.00 109,760.00 15,000.0000 100.00 4 13,500.00 6,750.00 354.55 4 25,000.00 19,500.00 0.00% 10,000.00 192.50 4 292,500.00 192,500.00 4.5000 -10.00% 3,208.50 -356.50 540.D000 8.004 540.00 40.00 2.4000 -84.00 4 36.40 -201.60 GRADING ROADWAY EXCAVATION INCL. HAUL 2220.0000 C.Y. 30.0000 13.5300 -54.904 30.0000 0.00 4 66,600.00 30,036.60 -36,363.40 66,600.00 0.00 10 SELECT BO?j WP INCL. RAUL 300.0000 TON 30.0000 16.1800 -46.07% 15.0000 -50.00 4 9,000.00 4,854.00 -4,146.00 4,500.00 -4,500.00 37.314 220,000.00 59,780.0C 3,300.0000 -56.004 2,970.00 -3,780.00 -27.274 4,000,00 -1,500.00 0.004 10,000.00 -20.00 4 80,000.00-20,000.CO 4.2500 -15.006 3,030.25 -534.75 500.0000 0.004 500.00 O.CO 35.0060 133.334 560.00 320.00 20.0000 -33.334 44,400.00 -22,200.00 3.5. 0000 -50.004 4,500.00 -4,500.00 DDT_RR®Ol DATE: 03/24/2016 PSER JOR NO: lWa8 REVISION NO CONTRACT NO :008888 REGION NO :4 VERSION W ;2 MORN OiRDERB : XL4642 EWY : SR 142 -1,125.00 TITLE :8R 142 --- ATE BIDDER XL TAT RIVER BRIDGE REPLACE SRID6g APO=, Inc. 16X308 STELLAR J. CORPORATION PROJECT , $TPF -0142(02)) 9210 RE 62X0 AVE COUNTY(S) :KLICKITAT 99336-3472 ITEM ITEM DESCRIPTION UNIT NO. EST. QUANTITY !ORAS GRADING 11 EURANKIMT CCEPACTIDR 450.0000 C.Y. DRAINAGE 12 QUARRY SPALLS 155.0000 TOM 13 UNDERDBAIN PIPE 6 IN. DIAM. 60.0000 L.S. 14 CL. V REINF. CONC. CULV. PIPE 18 IN. DIAM. 117.0000 L.r. Loll :YYl11 15 CATCH BASIN TIPS 1 3.0000 EACH 16 SCHEDULE A STORK SEATER PIPE 12 IN. DIM. 89.0000 L.F. WASHINGTON STATE DEPARTMENT Or TRANSPORTATION DATE: 03/24/2016 . + • BID CHECK REPORT • • • 2.5000 2mm:07:57 2,250.00 5,490.00 BIDS OPENED OM 1,125.00 -1,125.00 AWARDED ON : Apr 25 2016 --- ATE BIDDER GTE BIDDER ------- STS BIDDER ------- APO=, Inc. ROTSCBY, Inc. STELLAR J. CORPORATION 1133 W COLUMBIA DR 9210 RE 62X0 AVE 1363 DOWN RIVER DR 99336-3472 30.1500 20.60 4 IRENNEWICK WA 993360617 VANCOUVER WA 966659303 WOODLAND WA 966749546 CONTRACTOR NOBBER 100265 CONTRACTOR NUMBER 100156 CONTRACTOR NUMBER 101038 ENGR'S. LST, 1,080.00 -420.00 PRICE PER UNIT/ PRICE PER UNIT/ 4 DI"./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % Dirr./ TOTAL AMOUNT TOTAL AMOUNT ANT. DIFF. TOTAL AMOUNT AMT.DI", TOTAL AMOUNT ANT.DIFF. 5.0000 12.2000 144.006 2.5000 -50.004 2,250.00 5,490.00 3,240.00 1,125.00 -1,125.00 45.0000 46.3100 2.91 % 20.000D -55.561 6,975.00 7,178.05 203.05 3,100.00 -3,075.00 25.0000 30.1500 20.60 4 18.0000 -28.00 % 1,500.00 1,809,00 309.00 1,080.00 -420.00 125.0000 90.1200 -35.90 4 90.0000 -28.00 4 14,625.00 9,374.04 -5,250.96 10,530.00 -4,095.00 2,250.0000 6,750.00 45.0000 4,005.00 1,493.9900 -33.60 % 4,461.97 -2,268.03 15.2700 -66.074 1,359.03 -2,645.97 STRUCTURE 17 STRUCTURE EXCAVATION CLASS A INCL. HAUL 192.0000 C.Y. 25.0000 69.7600 179.041, 4,800.00 13,393.92 8,593.92 18 SOIL EXCAVATION FOR SHAFT INCLUDING HAUL 96.0000 C.Y. 500.0000 2,209.4300 341.894 48,000.00 212,105.28 164,105.28 1,500.0000 -33.33 6 4,500.00 -2,250.00 53.00DO 17.78 4 4,717.00 712.00 35.0000 40.00% 6,720.00 1,920.00 2,000.0000 300.006 192,000.00 144,000.00 12.0000 240. OC 0 5,400.00 3,150.00 41.0000 -8.896 6,355.00 -620.00 27.0000 B .AC 4 1,620.00 120.00 60.0000 -52.004 7,020.00 -7,605.00 1,500,0000 -33.33k 4,500.0a -2,250.00 62,0000 37.78% 5,518.00 1,513.00 34.0000 36.004 6,528.00 1,728.00 1,500.0000 200.00% 144,000.00 96,000.00 DOT %60901 POSE JOB NO :16X308 REVISION NO CONTRACT NO : 008880 REGION NO t4 VERSIOE Hu t2 MORK 0RDRR9 : XL4642 BNY :SR 142 92,400.00 TITLE :8R 142 64,000.00 140.0000 C -Y. ELICKITAT RIVER BRIDGE REPLACE BR33%E 152308 22 FURNISHING i PLACING TEM. CASINO FCR 4'-0" DIA. PROTECT , STPF-01421023) 100.0000 COUNTYIS) :XLICKITAT 23 FURNISHING P88MANENY CASING FOR 4'-0'' Dim. BRAPT ITEM ITEM DESCRIPTION UNIT NO. EST, QUANTITY SIEAB STRUC%gm 19 ROCK EXCAVATION FOR SHAFT INCLUDING HAUL MASRINGTON STATIC DEPARTMENT OF TRANSPORTATION LATE: 03/24/2016 + + SID CBEC% REPORT • • • TIME: 07:57 BIDS OPENED ON AWARDED ON . Apr 25 2016 ---. .. 4TH BIDDER ------- 6TH BIDDER --------- 5TH BIDDER ------- APOLLO, INC. ROTRCBY, INC. STELLAR J. CORPORATION 1133 N COLUISIIA DR 9210 HE 62ND AVE 1363 DOER RIVER DR 99336-3472 XMIN6NICK MA 993360617 VANCOUVER NA 986659303 WOODLAND MA 986749546 CONTRACTOR MUMMER ; 100265 CONTRACTOR NOISIER : 100156 CONTRACTOR NUICIM ; 101038 ENGR'S. BST. PRICE PER UNIT/ TOTAL AMOUNT 28.0000 C.Y. 1,000.0000 3,300.0000 28,000.00 20 SHORING OR EXTRA EXCAVATION CL. A BR. NO. 142/9 300.004 L. S. 85,163.12 92,400.00 30,000.00 21 GRAVEL BArI(FILL FOR MALL 64,000.00 140.0000 C -Y. 45.0000 6,300.00 22 FURNISHING i PLACING TEM. CASINO FCR 4'-0" DIA. SHAFT 150.0000 L.F. 100.0000 52,000.00 15,000.00 23 FURNISHING P88MANENY CASING FOR 4'-0'' Dim. BRAPT -4, OCO.00 22.0000 L.H. 500.0000 68.0000 SS,D00.00 24 PLACING PRIGUIMENT CASING FOR 4'-0" DIAN. SHAFT 82.22 t 2.0000 EACH 5,000.0000 9,520.00 10,000.00 25 CASINO SBORIMG 5,180.00 45.0000 L.F. 100.0000 150.0000 4,500.00 26 ST. AE71LF. NAR FOR BRIDGE 50.00% 22500.0000 LB. 1.2000 22,500.00 27,000.00 27 ST. REINF. BAR FOR BMA£1' 7,500.00 39000.0000 LB. 1.2000 500.0000 46,800.00 28 CSL ACCESS TUNE 20.001 990.0000 L.F. 8.0000 11,000.00 7,920.00 .1 CONC. CLASS 4000 FOR BRIDGE 2,2DO.00 130.0000 C.Y. 650.0000 7,513.7500 84,500.00 PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ It DIFF./ TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT -DIFF. 4,041.5400 304.15% 3,300.0000 230.004 4,000.0000 300.004 113,163.12 85,163.12 92,400.00 64,400.00 112,000.00 64,000.00 -85.12 4 73.33 4 -13.334 4,664.93 -25,535.07 52,000.00 22,000.00 26,000.00 -4, OCO.00 84.0200 86.714 68.0000 51.11 4 82.000O 82.22 t 11,762.60 5,462.80 9,520.00 3,220.00 11,480,00 5,180.00 1.6200 -98.384 150.0000 50.00% 150.0000 50.00% 243.00 -14,757.00 22,500.00 7,500.00 22,500.00 7,500.00 459.1200 -6.154 500.0000 0.004 600.0000 20.001 10,100.64 -699.36 11,000.00 0.00 13,200,00 2,2DO.00 10,106.0700 102.12% 7,513.7500 50.28 4 13,000.0000 160.0011 20,212.14 10,212.14 15,027.50 5,027.50 26,000.00 16,000.00 1.6200 -98.384 180.0000 80.00 4 1.0000 -99.00 4 72,90 -4,427.10 0,100.00 3,600.00 45.00 -4,455.00 0.9300 -22.504 1.4000 16.67 t 1.3000 0.334 20,925.00 -6,075.00 31,500.00 4,500.00 29,250.00 2,250.00 0.7400 -38.330, 1.7000 41.67 4 2.0000 66.67% 28,860.00 -17,940.00 66,300.00 19,500.00 78,000.00 31,200.00 8.6300 7.004 3.9000 -51.25 4 10.0000 25.004 0,543.70 623.70 3,061.00 -4,059.00 9,900.00 1,900.00 882.9700 35.844 1,025.0008 57.69 4 1,100.0000 69.23% 114,706.10 30,266.10 133,250.00 48,750.00 143,000.00 58,500.00 DOT RwB01 P94E JOB NO:16X304 REVISION NO CONTRACT NO :008888 REGION NO :4 VERSION NO :2 WORK ORDER# :XL4642 BAY !SR 142 TITLE :SR 142 KLICEITAT AIVFR BR10GE REPLACE BRIDGE 16X308 PROJECT , STPF-0112 X0231 CDUNTY(S) :KLICKITAT ITEM ITEM6 DHBCRIPTION UNIT NO. HBT. (UTAWTITY REAS STRUCTURE 30 CONC. CLASS 4000P FOR SHAFT 105.0000 c. 11. 31 PRESTRESSED CONC. GIRDER WF360 580.0000 L.H. 32 DEFICIENT STIMMM CONC, %RICH ADJUSTMENT CALC 33 SUPERSTRUCTURE BRIDGE NO, 142/9 REPLACEMENT ]..5. 34 TRAFFIC HARRIER 403.0000 L.F. 35 BRIDGE APPROACH SLAB 185.0000 S.Y. SURFACING 36 CRVBBED SURFACING BABE COURSE 1100.0000 TOM WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Dmm-. 03/24/2016 • • • RID CHECK REPORT + + + 16,800.00 TIM: 07e57 0.004 BIDS. OPENED OF : 0.00 AWARDED rim : Apr 25 2016 . 4TH BIDDER --- 6TH BIDDER ------- ------- STB BIDDER ------- APOLLO, INC. ROTECRY, INC. S'TMIJAR J. CORPORATION 1133 E COLOMBIA DR 9210 EE 621M AVE, 1363 DOWN RIVER DR 99336-3472 SMU HICK MA 993360617 VANC0UVER WA 986659303 WOOILAWD 7S. 986749546 CONTRACTOR LUBBER 100265 CONTRACTOR FOWBFA 100156 CONTRACTOR NUMBER 101038 EWWS. EST. PRICE PER TWIT/ PRICE PER UNIT/ I DIIR./ PRICE PER UNIT/ R DIFF./ PRICE PER UNIT/ % DIFF./ TOTAL A6MOUNT TOTAL AMOUNT AMS'. DIFF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT ART.DIFF. 250.0000 26,250.00 300.0000 174,000.00 -1.00 351,000.00 125.0000 50,375.00 250.0000 46,250.00 35.0000 38,500.00 475,2900 90.124 49,905.45 23,655.45 336.5700 12,19% 195,210.60 21,210-60 0,004 -1.00 -17.37 % 290,036.89 -60,963.11 225.3000 80.244 90,795.90 40,420.90 326.1800 30.47 % 60,343.30 14,093.30 26.8600 -23.26* 29,546.00 -8,954.00 HOT MIX ASPHALT 37 ENA CL. 3/8 IN. PG 64-22 400.0000 TON 150.0000 133.7900 -10,614 L0,000.00 53,516.00 -6,484.00 38 JOB MIX COMPLIANCE MICE ADJUSTHM CALL O.00a 1,560.00 1,560.00 410,0000 64.001 43,050.00 16,800.00 300.0000 0.004 174,000.00 0.00 0.00 9 -1.00 5.75 % 371,200.00 20,200.00 210.0000 68.004 84,630.00 34,755.00 275.0000 10.00% 50,875.00 4,625.00 45.0000 28.57% 49,500.00 11,000.00 140.0000 -6.67 % 56,000,00 -4,000.00 0.009 1,560.00 400.0000 60.00% 42,0DO.00 15,750.60 330.000C 10.0046 191,400.CD 17,400.00 0.004 -1.00 13.961, 400,000.00 49,000.00 200.0000 60.004 80,600.00 30,225.00 350.000C 40.009 64,750.00 18,500.00 27.0000 -22.86% 29,700.00 -8,800.00 124.0000 -17.334 49,600.00 -10,400.00 0.00% 1,560.00 DOT ROD901 P84E JOB NO :16X308 REVISION WO CONTRACT NO ;008898 REGION NO :4 VERSION 510 :2 WORK ORDYRB :XL4642 RMY :SR 142 TITLE :SR 142 KLICKITAT RIVER BRIDGE REPLACE BRIDGE 161306 PROJECT , 8Te[-01421023) OOUNTYISI :KLICKITAT ITEM ITEM DESCRIPTION UNIT NO. EBT. QUANTITY MEAS ROT MIX ASPHALT 39 COMPACTION PRICE ADJUSTMENT CALC 40 ASPHALT COST PRICE ADJUSTMENT CALC WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OA1'B: 03/24/2016 • * * BID CHECK REPORT • + * TIMB: 07:57 BIDS OPENED ON AWARDED ON : Apr 25 2016 4TH BIDDER GTE BIDDEN ------- --- 5TH BIDDER ------- APOLLO, INC. RDTSCBY, INC. MLI" J. CORPORATION 1133 M COi.VIIDIA DR 9210 HE 62ND AVE 1363 DOWN RIVER DR 99336-3472 KENNEWICK WA 993360617 VANCOUVER Wk 906659303 WOODLAND WA 986749546 CONTRACTOR N01PER 100265 CONTRACTOR NUMBER 100156 CONTRACTOR NUMBER 101038 EMGR'9. EST. PRICE PER UNIT/ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 4 DIFF./ PRICK PER UNIT/ 4 DIFF./ TOTAL AMOUNT TOTAL AMOUNT AB7.DIPF, TOTAL AMOUNT AMT.DIFP. TOTAL AMOUNT AMT.DIYF. 0.00 4 910.00 910.00 0.00 4 0.00% 910.00 910.00 0.00% O.00 4 0.00% EROSION CONTROL AMD ROADSIDE PLAWTING 43 EROSION CONTROL ACID WATER POLLUTION PREVENTION I.S. -1.00 -1.00 -1.00 4.0000 -1.0c 7,200.00 41 CCM HKHCIAL, HMA 0.2000 ACRE 6,000.0000 1,200.00 46 TOPSOIL TYPE C 280.0000 TOM 130.0000 133.7900 2.924 140,0000 7.6941 124.00co -4.624 36,400.00 37,461.20 1,061.20 39,200.00 2,800.00 34,720.00 -1,680.00 42 LONGITUDINAL JOINT ORAL 92.0000 L.F. 45.0000 34.5300 -23.274 36.0000 -20.00 6 25.0000 -44.448 4,140.00 3,176.76 -963.24 3,312.00 -628.00 2,300.00 -1,840.00 EROSION CONTROL AMD ROADSIDE PLAWTING 43 EROSION CONTROL ACID WATER POLLUTION PREVENTION I.S. -04.4D% 15,598.87 -84,401.13 4.5300 13.25 4 8,154.00 954.00 14,247.2000 137.45% 2,649.44 1,649.44 31,286.7600 346.984 15,644.38 12,144.36 34,719.7300 117.00 4 10,415.92 5,615.92 178.0200 76.024 1,780.20 780.20 -90.00% 40,000.00 -60,000.00 4.7000 17.50% 6,460.00 1,260,00 12,000.0000 100.00 4 2,400.00 1,200.00 26,000.0000 300.00 4 14,000.00 10,500.00 36,000.0000 125.00% 10,800.00 6,000.00 180,0000 80.004 1,800.00 BOO.CO -92.00 4 18,000.CC -82,000.00 2.5000 -37.5C4 4,500.00-2,7DO.00 7,670.0000 27.8311 1,534.00 334.00 29,000.0000 314.294 14,500.00 11,000.00 29,000.0000 81.254 0,700.00 3,900.00 90.0000 -10.004 900.00 -100.00 100,000.00 44 COMPOST BIAMT 1800.0000 S.Y. 4.0000 7,200.00 45 SEEDING, FERTILISING, ACID MULCHING SITS ROADSIDE 0.2000 ACRE 6,000.0000 1,200.00 46 TOPSOIL TYPE C 0.5000 ACRE 7,000.0000 3,500.00 47 RARE OR WOOD CHIP MULCH 0.3000 ACR& 16,000.0000 4,000.00 48 WEED AND PEST CONTROL CHEMICAL APPLICATION 10.0000 HR 100.0000 1,000.00 -04.4D% 15,598.87 -84,401.13 4.5300 13.25 4 8,154.00 954.00 14,247.2000 137.45% 2,649.44 1,649.44 31,286.7600 346.984 15,644.38 12,144.36 34,719.7300 117.00 4 10,415.92 5,615.92 178.0200 76.024 1,780.20 780.20 -90.00% 40,000.00 -60,000.00 4.7000 17.50% 6,460.00 1,260,00 12,000.0000 100.00 4 2,400.00 1,200.00 26,000.0000 300.00 4 14,000.00 10,500.00 36,000.0000 125.00% 10,800.00 6,000.00 180,0000 80.004 1,800.00 BOO.CO -92.00 4 18,000.CC -82,000.00 2.5000 -37.5C4 4,500.00-2,7DO.00 7,670.0000 27.8311 1,534.00 334.00 29,000.0000 314.294 14,500.00 11,000.00 29,000.0000 81.254 0,700.00 3,900.00 90.0000 -10.004 900.00 -100.00 DOT RGGB01 PS&E JOB NO 316X300 REVISION NO : CONTRACT NO:008888 REGION NO .4 VERSION NO : 2 WORK ORDSR6 : XL4642 RKY : SR 142 TITLE BE 142 ELICEITAT RIVER BRIDGE REPLACE BRA 16X306 PROJECT , 9TPF-0142(023} COS8M(S) :KLICKITAT ITEM ITEM DESCRIPTION UNIT NO. EBT. QUARTITY MILS WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE: 03/24/2016 • • + BID CHECK REPORT • * • 53 EXTRUDED CURB TIME. C7:57 0.0016 12.0000 RIDS OPEN&D ON : 50.0000 157.611 ANARM ON : Ayr 25 2016 4TH BIDDER ------- ------- GTE BIDDER ------- 5TH SIDDER------- APOLLO, INC. ROTSCHY, INC. STELLAR J. CORPORATION 1133 S COLUMBIA DR 9210 RE 629D AVE 1363 DOWN RIVER DR 99336-3472 55 ARAM GUARDRAIL TYPE 31 NOR -FLARED TERMQNAL KENNEWICK KA 993360617 VANCOUVER KA 986659303 WOODLAND WA 956749546 COHTRACTOR NUMBER 100265 CONTRACTOR MNrIMM. 100156 CONTRACTOR NUMBER 101038 EWGR'61 EST, 56 REAM GUARDRAIL TRANSITION SECTION TYPE 21 PRICE PER OMIT/ PRICE PER UNIT/ 1 DIFF./ PRICE PER UNIT/ L DIFF./ PRICE PER UNIT/ L CIFF./ TOTAL AMOUNT TOTAL AMOUNT A14T.DIM TOTAL Ammm ANT.DIFF. TOTAL AMOUNT AMMT.DIFF. EROSION CONTROL AND PA=SIDM PLANTING 49 WEED AND PEST CONTROL - HARD 01 MECHANICAL CONTROL 10.0000 NR 60,0000 600,00 50 TESL COMPLIANCE INCENTIVE CALC 10,000.00 51 TENPONARY DAM L.S. 5,000.00 52 FORCE ACCOUNT CHANNEL RESTORATION 1ST. 10,000.00 TRAPFiC 97.801 1,186.80 53 EXTRUDED CURB 3,600.0000 0.0016 12.0000 L.F. 50.0000 157.611 12,630.70 600.00 54 RENT GUARDRAIL TYPE 31 0.004 10,000.00 49.0000 L.F. 38.0000 1,662.00 55 ARAM GUARDRAIL TYPE 31 NOR -FLARED TERMQNAL 2.0000 RACE 2,750,0000 5,500,00 56 REAM GUARDRAIL TRANSITION SECTION TYPE 21 6.0000 EACH 3,250.0000 19,500.00 57 TEMOPORART COWL. HARRIER 760.0000 L.F. 18.0000 13,680.00 58 TEMPORARY YMMPACT ATTENUATOR 4.0000 EACH 3,500.0000 14,006.00 116.6800 97.801 1,186.80 586.80 3,600.0000 0.0016 10,000.00 1,700.00 157.611 12,630.70 7,630.70 0.004 10,000.00 53.9500 7190% 647.40 47,40 55.0300 44.024 2,696.47 834.47 3,506.5000 27.518 7,013.00 1,513.00 1,672.3300 -48.544 10,033.98 -9,466.02 16.1800 -10.11% 12,296.80 -1,383.20 4,09919100 17.14 It 16,399.64 2,399.64 120.0000 100.004 1,200.00 600.00 3,600.0000 0.004. 10,000.00 1,700.00 100.00% 10,000.00 5,000.00 0.001. 10,000.00 28.0000 -44.00 % 336.00 -264.00 56.0000 47,37 1 2,744.00 882.00 3,600.0000 30.91 1 7,200.00 1,700.00 1,700.0000 -47.694 10,200.00 -9,300.00 16.0000 -11.11 % 12,160.00 -1,520,00 2,200.0000 -37.144 6,600.00 -5,200.00 70.0000 16.674 700.00 100.00 0.00L 10, 000. ac 42.001 7,100.00 2,100.00 8.001 10,000.00 50.0000 60.00% 960.00 360.00 51.0000 34.214 2,499.cc 637.00 3,250.0000 18.18% 6,500.00 1,000.00 1,550.0000 -52.314 9,300.CC -10,200.00 15.0000 -16.670 11,400.00 -2,280.00 2,000.0000 -42,66% 8,000.00 -6,000.00 DOT RGGB01 PSGE JOB NO :16X308 REVISIOK NO CONTRACT NO ;008888 REGION NO :4 VERSION NO :2 WORK ORDER : XL4642 SNR :SR 142 ------- 4TH BIDDER ------- TITLE ;SR 142 ------- 5TH BIDDER ------- XLICEZTAT RIVER BRID(NE REPLACE BRIDGE STELLAR J. CORPORATION 164308 9210 NE 62ND AVE PROJECT , STPF-0142(0£3) 99336-3472 COUNTY(S) :KLICHITAT ITEM ITEM DESCRIPTION UNIT 170. EST. QUANTITY iNEU TRAFFIC ERGR'S. EST. 59 FLEaBLE GUIDE POST 12.0000 EACH 60 PANT LINE 1680.0000 L. F. 61 PLASTIC DRAINAGE MARJUNG 3.0000 EACH 62 RECESSED PAVEMENT MARY.ER 0.1000 BUND 63 PERMANENT SIGNING L. S. 64 TEMPORARY FAVE ENT MARKING -LONG DURATION 1034.0000 L.F. 65 CONDUIT PIPE 2 IN. DIAM. 950.0000 L. F. 66 PROJECT TENPCRARY TRAFFIC CONTROL L.S. 61 CONSTRUCTION SIGNS CLASS J, 268.0000 S.F. WASHINGTON STATS DEPARTMENT OF TRANSPORTATION DATE: 03/=41.'"16 • • BID CHECK REPORT • s s TIME: 07.57 100.0000 1,200.00 1.2500 2,100.00 150.0000 450.00 1,000.0000 100.00 8,600.00 2.5000 2,505.00 16.0000 15,200.00 141,194.00 10.0000 4,824.00 134.8700 34.871 1,618.44 416.44 1.3500 8.00% 2,268.00 168.00 107.8900 -28.074 323.67 -126.33 37,762.3000 3,676.234 3,776.23 3,676.23 -2.471 8,387.55 -212.45 4.3200 72.80% 4,466.88 1,861.88 19.4200 22.381 18,449.00 3,249.00 -62.49 % 52,964.33 -88,229.67 17.2600 -4.11% 4,625.66 -198.32 OTSER ITEMS 68 SCHEDULE 80 PVC CONDUIT 4 IN. DIAN. 340.0000 L. F. 18.0000 43.1600 139.79% 6,120.00 14,674.40 8,554.40 140.0000 40.00% 1,680.00 450.00 1.7000 36.00 % 2,656.00 756.00 110.0000 -26.67% 330.00 -120.00 39,000.0000 3,000.00% 3,900.00 3,800.00 -41.06 % 5,000.00-3,600.CC 4.4000 76.00 % 4,549.60 1,964.60 20.0000 25.00% 19,000.00 3,800.00 -78.754 30,000.00 -111,194.00 17.0000 -5.561, 4,556.00 -260.00 70.0000 288.69% 23,800.00 17,680.CC 125.0000 25.004 1,500.00 300.00 1.2500 (1.0014 2,100.CC 0.00 100.00"0 -33.334 300.00 -150.00 35,000.0000 3,400.00% 3,500.00 3,400.00 -6.984 8,000.0" -600.00 4.0000 60.00% 4,136.00 1,531.00 20.0000 25.001t 19,000.00 3,SC0.00 -50.424 70,000.00 -71,194.00 30.0000 66.67 4 8,040.00 3,216.00 40.0000 122.224 13,600.00 7,480.00 BIDS OPENED 1� AWARDED ON : Ayr 25 2016 ------- 4TH BIDDER ------- " --" 6TH BIDDER ------- 5TH BIDDER ------- APOLLO, INC. ROTSCHY, IHC. STELLAR J. CORPORATION 1133 W COLUMBIA OR 9210 NE 62ND AVE 1363 DOWN RIVER DR 99336-3472 XERWEWICK WA 993360617 VANCOUVER WA 986659303 WOODLAND WA 986749546 CONTRACTOR NUMBER 100265 CONTRACTOR NLIGM 100156 CONTRACTOR NUMBER 101038 ERGR'S. EST. __ ii -E PRICE PER UNIT/ 4 DIFF./ r PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ R "IFF./ TOTAL AMOUNT TOTAL AMOUNT M.DIFF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOURS ANT.DIFF. 100.0000 1,200.00 1.2500 2,100.00 150.0000 450.00 1,000.0000 100.00 8,600.00 2.5000 2,505.00 16.0000 15,200.00 141,194.00 10.0000 4,824.00 134.8700 34.871 1,618.44 416.44 1.3500 8.00% 2,268.00 168.00 107.8900 -28.074 323.67 -126.33 37,762.3000 3,676.234 3,776.23 3,676.23 -2.471 8,387.55 -212.45 4.3200 72.80% 4,466.88 1,861.88 19.4200 22.381 18,449.00 3,249.00 -62.49 % 52,964.33 -88,229.67 17.2600 -4.11% 4,625.66 -198.32 OTSER ITEMS 68 SCHEDULE 80 PVC CONDUIT 4 IN. DIAN. 340.0000 L. F. 18.0000 43.1600 139.79% 6,120.00 14,674.40 8,554.40 140.0000 40.00% 1,680.00 450.00 1.7000 36.00 % 2,656.00 756.00 110.0000 -26.67% 330.00 -120.00 39,000.0000 3,000.00% 3,900.00 3,800.00 -41.06 % 5,000.00-3,600.CC 4.4000 76.00 % 4,549.60 1,964.60 20.0000 25.00% 19,000.00 3,800.00 -78.754 30,000.00 -111,194.00 17.0000 -5.561, 4,556.00 -260.00 70.0000 288.69% 23,800.00 17,680.CC 125.0000 25.004 1,500.00 300.00 1.2500 (1.0014 2,100.CC 0.00 100.00"0 -33.334 300.00 -150.00 35,000.0000 3,400.00% 3,500.00 3,400.00 -6.984 8,000.0" -600.00 4.0000 60.00% 4,136.00 1,531.00 20.0000 25.001t 19,000.00 3,SC0.00 -50.424 70,000.00 -71,194.00 30.0000 66.67 4 8,040.00 3,216.00 40.0000 122.224 13,600.00 7,480.00 DOT RGGB01 PS4E JOB NO 16X309 REVISION NO CONTRACT NO :008888 REGION NO :4 VERSION NO :2 WORK ORDER# : XL4642 HWY :SR 142 TITLE :SR 142 ELICKITAT RIVER HRIDGE REPLACE BRIDGE 16X308 PROJECT , STP£ -0112(023) COUNTY(S) :KLICKITAT ITEM ITEM DESCRIPTION ➢NIT NO. EST. QUANTITY HERB OTHER ITXMS 69 RHS CONDUIT 4 IN. DIM. 40.0000 L.F. 70 UTILITY BAMER 91.0000 EACH 71 TYPE B PROGRESS SCIMULE L.S. 72 STRUCTURE E%CAYATION CLUB B IRCL. MAUL 60.0000 C.Y. 73 GRAVEL BACKWILL FOR DRAIN 24.0000 C.Y. 74 TRAINING 800.0000 75 ROADSIDE CLEANUP EST, 76 TRIMMING AND CLEANUP L.S. 77 REIMBURSEMENT FOR TRIED PARTY DAMAGE EST. 78 MIHOR CHANGE CALC 79 SPCC PLAN L.S. WASHINGTON STATE DEPARTHICNT OF TRANSPORTATION DATE; 03/24/.^.116 It + DID CHECX REPORT + • * 1,200.00 TXME-Olt 57 2,468.40 500.0000 BIDS OPEEEO ON : 105.005 15,500.00 AWARDED ON ; Apr 25 2016 ------- 4TH BIDDER -. ------- 6TH BIDDER ------- SIR BIDDER ------- APOLLO, INC. ROTSCHY, INC. STELLAR J. CORPORATION 1133 W COLUMBIA DR 9210 HE 62ND AVE 1363 DOWN RIVER DR 99336-3472 1,800.00 3,043.80 MMMINICK NA 993360611 VANCOUVER NA 986659303 NOODLAND WA 986740546 CONTRACTOR NUMBER 100265 CONTRACTOR NUMBER 100156 CONTRACTOR NUMBER 101038 ENOR'B. EST. 75,84 12.0000 -k!" kt a Vail/ PRICE PER UNIT/ R DIFF./ PRICE PER UNIT/ 4 DIFF./ PRICE PER UNIT/ 9 CI3P./ TOTAL AMOUNT TOTAL AMOUNT AMT.DIFF. TOTAL AND= Amr.DIFF. TOTAL AMOUNT AN'I.DIFF. 30.0000 91,7100 205.704 1,200.00 3,668,40 2,468.40 500.0000 1,024,9800 105.005 15,500.00 31,774.38 16,274.38 7.89 4 5,000.00 5,394.62 394.62 30.0000 50.7300 69, 104 1,800.00 3,043.80 1,243.80 40.0000 43.1600 7.9016 960.00 1,035.84 75,84 12.0000 1.0800 -91.008 9,600.00 864.00 -8,736.00 0.004 2,000.00 2,000.00 45.48 4 5,000.00 7,273.84 2,273.84 C.00 4 5.00 5.00 0.000 -1.00 -1.00 -99,90% 5,000.00 1.08 -4,998.92 100.0000 233.33 4 4,000.00 2,800.00 460.0000 -8.00 4 14,260.00 -1,240.00 0.00 4 5,000.00 0.00 20.0000 -33.331. 1,200.00 -600.00 25.0000 -37.504 600.00 -360.00 15.0000 25.004 12,000.00 2,400.CC 0.00% 2,000.00 0,00 a 5,000.00 0.00 0.00 8 5.00 0.00 4 -1.00 50.00 4 7,500.00 2,500.00 85.0000 183.33% 3,400,0C 2,200.00 700.0000 40.00% 21,700.00 6,200.00 0.004 5,000.00 0.00 45.0000 $0.004 2,700.00 900 -OC 90.0000 125.004 2,160.CC 1,200.00 5.0000 -58,33 4 4,000.00 -5,600.00 0.00% 2,000.00 -76.00% 1,200.00 -3,800.00 0.004 5.00 0.Oc 4 -1.00 -90.00 4 500.00 -4,500.00 DOT RGGB01 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE: 03/24/2616 i f • BID CHECK REPORT • + f TIME: 07: 51 PRFQ JOR NO :16X300 REVISION NO 752.0000 S. Y. 2.5000 AIDS OPENED ON : CONTRACT NO :008888 REGION NO :4 -40.00 5 3.0000 20.OC 5 AWARDED ON : Apr 25 2016 VERSION NO :2 WORK CMERP : XL4642 1,128.00 -752.00 2,256.00 376.00 BWY :8R 142 ------- 4TH BIDDER ------- ------- 6TB BIDDER ------- ------- STH BIDDER ------- TITLE :SR 142 APOLLO, INC. ROTeCBY, INC. STELLAR J. CORPORATION KLICKITAT RIVER BRIM 1133 W COLUMBIA DR 9210 N6 62ND AVE 1363 DOWN RIVER DR REPLACE BRIDGE 16X306 99336-3472 5TH BIDDER REJECTED BASS TOTAL 01,940,442.00 PROJRCT , 9TPF-014210231 9.434 NBNMEWICK EA 993360617 VANCOUVER WA 906669303 WOODLAND WA 9867495445 COU)M(S) :KLrCKITAT CONTRACTOR NUMBER 100265 CONTRACTOR NUMBER 100156 CONTRACTOR NUMBER 101038 ATE BIDDER ReaecmED EMOR'S. RST. ITEM ITKM DESCRIPTION UNIT PRIOR PER OMIT/ PRICE PER UNIT/ 5 DIFF./ PRICE PER UNIT/ 4, DIFF./ PRICE PER UNIT/ 5 DIFF./ NO. EST. QUANTITY NEAR TOTAL AMOUNT TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.DIFF- TOTAL AMOUNT ANT.DIFB. OTHER ITEMS 80 CONSTRUCTION GROIEXTILE TOR BOIL STABILISATION 752.0000 S. Y. 2.5000 3.2200 28.804- 1.5060 -40.00 5 3.0000 20.OC 5 1,880.00 2,421.44 541.44 1,128.00 -752.00 2,256.00 376.00 CONTRACT TOTAL 01,940,442.00 ¢2,123,456.78 9.434, 62,527,816.00 30.275 02,209,503.25 13.874 5TH BIDDER REJECTED BASS TOTAL 01,940,442.00 62,123,456.78 9.434 02,527,016.00 30.274 02,209,503.25 13.875 ATE BIDDER ReaecmED DoT RGGBD5 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE: 1_/18/2002 ♦ r ► Bm TASULATION REPORT • • • TUN: 08:11 P84E .TOE NO : 02K315 RBVISION NO . BibS OPENED ON : Jan 23 2003 CONTRACT NO :006491 REGION NO :4 AWARD= ON : Jan 27 2003 VERSION EO :1 NONE aRDSR{ ; EL1900 RRY :SR 432 -`----- LOW 8I13DMR------- ------- 210) BIDDER ------- ------- 3RD S:LDER------- TITLE :SR 432 TRI-STATE CONSTRUCTION, INC. hem? COMSTRUCTION COMPANY AMERICAN CIVIL CONSTRUCTORS LONGVIEN EMBANKMENT REPAIR 320 - 106TH AVE NE 20210 142NO AVE NE 700 SOUTH Rr4zRslDE DRIVE 02x315 98004-5732 98072 8EATTLE NA 98108-4364 PROJECT NB -0132(010) BELLEVUE WA 980093686 WOODINVILLE WA 980721330 SEA -TLE WA 9$1060945 COUNTY (a) :conITE CONTRACTOR NmMR 529961 CONTRACTOR NUMBER 551010 CONTRACTOR NUMBER : 392100 ENGRIS. EST. ITEM ITEMM DESCRIPTICE UNIT PRICE PER UNIT/ PRICE PER UHT/ PRICE PER UNIT/ PRICE PER UNIT/ NO, EBT. QUANTITY MEAS ikikL AkepwT TOTAL AMOUNT PREPARATION 1 MOBILISATION L.S. 26,000.00 14,000.00 3,500.00 20,420.00 1 RBNKnFM PAINT LINE 3770.0000 L.P. 1.2500 0.5000 0.3000 0.5500 4,712.50 1,885.00 1,131.00 2,073.50 3 REMOVING TffiWORART PAVENZIFT MM EING 3960.0000 L.P. 1.0000 0.5000 0.3000 0.2500 3,960.00 1,980.00 1,188.00 990.00 i REMOVING PAINTED TRAFFIC MARKING 6.0000 EACH 35.0000 50.0000 25.0000 80.0000 260.00 400.00 200.00 640.00 GRADING 5 MODIFIED GRAVEL 9UUWW INCL, RAUL I35.0000 TON 20.0000 16.0000 20.0000 40.0000 5,700.00 2,160.00 2,700.00 5,400.00 BRAIKAME 6 QUARRY SPALLS 500.0000 Toa 19.0000 20.0000 25.0000 20.000 15,200.00 16,000.00 20,000.00 16,080,00 STRUCTURE 7 SHEET PILE RETAINING WALL 5250.0000 S.P. 35.0000 17.0000 26.0000 19.2000 183,750.00 59,250.00 136,500.00 :00,800.00 DOT RGGB03 PSCE JOB No :02X315 REVISION NO : 2 CONTRACT NO :006491 REGION NO :4 VERSIOR NO :I WORE ORDER@ :XL1800 BUY : SR 432 BIDS OPEREn ON San 23 2003 TITLE : SR 432 LONGVIEW ammaNE1®PT REPAIR 02X315 ------- 3RD BIDDER ------- PROJECT M9-0432(010) MONAT CONSTRUCTION COMPANY COUNTY(S) :COWLITZ 320 - 1067h AVE NB 20210 142ND AVE RE ENGR'S. EST. IT= ITEM DESCRIPTION UNIT PRICE PER UNIT/ NO. RST. QUANTITY MEAB TOTAL AMDUNT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DATE: 12116/2002 • + • BID TABULATION REPORT • • • w1m. GB -.11 9 ESC LEAD BIDS OPEREn ON San 23 2003 ANAM= ON San 27 2003 ------- LOW BIDDER ------- ------- 2ND BIDDER ------- 3RD BIDDER ------- TRI-STATE CONSTRUCTION, INC. MONAT CONSTRUCTION COMPANY AMZRICAN CIVIL CONSTRUCTOR& 320 - 1067h AVE NB 20210 142ND AVE RE 700 SOUTH RIVERSIDE DRIVE 98004-5732 96072 SEATTLE NA 98208-4364 BELLEVUE NA 980093686 WOODINVILLE NA 980721330 SEATTLE NA 961060945 CONTRACTOR NUMBER 829961 CONTRACTOR NUMBER 551010 CONTRACTOR NUMBER 392100 PRICE PER UNIT/ PRICE PER UNIT/ PRICE PER UNIT/ TOTAL AMOUNT TOTAL AMOUNT TOTAL AMOUNT SURFACING CRUSHED SURFACING BASE COOA5E 15.0000 TON 38.0000 24.0000 570.00 360.00 65.0000 975.00 52.0000 780.00 EROSION CONTROL AND PLANTING 9 ESC LEAD 7.0000 DAY 200.0000 25.0000 1.0000 380.0000 1,400.00 175.00 7.00 2,660.00 10 FORCE ACCOUNT HANG SEEDING EST. 506.00 500.00 500.00 500.00 11 SIVE PENCE 160.0000 Z. 4. 10.0000 4.0000 6.0000 7.5500 1,600.00 640.00 960.00 1,208.00 12 EROEI�/1U1TEE POLLUTION COMTRUL EST. 2,000.00 2,000.00 2,000.00 2,000.00 TRAFFIC 13 REPAIR IMPACT ATTENUATOR EST. 1.00 1.00 1.00 1.00 14 TRUCK MOUNTED IMPACT ATTENUATOR 1.0000 EACH 5,000.0000 4,000.0000 1,500,0000 1,500.0000 5,000.00 4,000.00 1,500.00 1,500.00 15 OFEBATICH OF TRUCE MOUNTED IMPACT ATTENUATOR 20.0000 MR 40.0000 46.0000 1.0000 45.0000 800.00 920.00 20.00 900.00 16 PAINT LINE 3770.0000 L.F. 1.0000 0.3000 0.3000 0.5500 3,770.00 1,131.00 1,131.00 2,073.50 BOT RGG805 PS6E JOB NO :025315 REVISION NO . CaMTAACl NO :006491 REGION NO :4 VERSION EO :1 HORS CnER6 : SL1B00 BNS : SR 432 ARARDED OR Jae 27 2003 TITLE : SE 432 ITEM DESCRIPTION UNIT PRICE PER oNYT/ LaNGVILN EMBANIO46NT REPAIR TRAFFIC 17 PAM3NTED TRAFFIC ARA= 6.0000 RACE 18 TEMPORARY PAVBeEMT MARFING 3960.0000 L.F. 19 TEMPORARY TRAFFIC CONTROL L.S. NASEINGTON STATE DEPARTMENT OF TRANSPORTATION 02%315 * • • HID TABULATICM REPORT t + + PROJECT N6-0432{010) 320.00 CODNTY(S) :CONLITE 1.0000 0,2000 ARARDED OR Jae 27 2003 ENGR'S. EST. ITEM ITEM DESCRIPTION UNIT PRICE PER oNYT/ NO. EST. QUANTITY MRSAS TOTAL AMOUNT TRAFFIC 17 PAM3NTED TRAFFIC ARA= 6.0000 RACE 18 TEMPORARY PAVBeEMT MARFING 3960.0000 L.F. 19 TEMPORARY TRAFFIC CONTROL L.S. NASEINGTON STATE DEPARTMENT OF TRANSPORTATION BASE: 1_/1812002 * • • HID TABULATICM REPORT t + + 60.0000 Tus: 09:11 320.00 160.00 BIDS OPENED ON : Jan 23 2003 1.0000 0,2000 ARARDED OR Jae 27 2003 ------- LOB BIDDER ------- 2ND BIDDER ------- ------- 3RD BIDDER ------- TRI -SATE CONSTRUCTICN, Inc. MONAT CONSTEDCTION COMPANY AMERICAN CIVIL CONSTBaCTOR6 320 - lOSTB AVE EE 20210 1421D AVE NE 700 SOUTH RIVER = DR3VE 98004-5732 98072 SEATTLE NPA 98106-4364 BELIMM EA 980093686 WOODINVILLE MR 960721330 SEATTLE W& 981080945 CONTRACTOR NUMBER 829961 CONTRACTOR NUMBER 551010 CONTRACTOR NWEIDI 392100 PRICE PER UNIT/ PRICE PER OMIT/ PRICE PER UNIT/ TOTAL AMOUNT TOTAL AMOUNT TOTAL AMOUNT 45.0000 40.0000 20. GODO 60.0000 360.00 320.00 160.00 480.00 1.0000 0,2000 0.20aO 0.3500 3,960.00 792.00 792.00 1,386.00 23, DUO. DO 5,000.00 500.00 14.300.00 OTDER ITEMS 2,000.00 20 ROADSIDE CLEANUP 5.00 EST. 5.00 -1.00 2,000.00 21 REIMBURSEMENT FOR THIRD PARTY DAMAGE 2,000.00 &ST. 371.50 4.0000 5.00 22 MINDR CHAMM 1,300.00 CALC 2,112.5D 6146,818.00 -1.00 23 S2CC PLAN L.S. 2,000.00 24 CONSTRUCTION GEOTESLILE FOR UNDERGROUND DRAB 325.0000 S.Y. 6.0000 2,600.00 CONTRACT TOTAL $266,167.50 2,000.00 2,000.00 2,000.00 5.00 5.00 5.00 -1.00 -1.00 -1.00 2,000.00 50.00 371.50 4.0000 2.0000 6.5000 1,300.00 650.00 2,112.5D 6146,818.00 $176,469.00 $178,680.00 DOT BGGBOS PS&Z JOU NO :02X315 REVISION : : 2 CONTRACT NO :006491 REGION NO :4 VER8IQ1 NO 11 WORE ORDER# :3061800 my : SR 432 TITLE :ER 1032 LONGVIEN EB®ANBOGIHT REPAIR 02X315 PROJECT MB -04328010) COUNTYBSB :COWLITZ ENGR'S. EST. ITEM ITEM DESCRIPTION LST PRICE PER UNIT/ NO. BST. QUANTITY MEAS TOTAL AMOUNT RAGE TOTAL NRSHINGTON STATE DEPARTMENT OF TRANSPCRTATION DAa: L/18/1002 r r r BxD TABULATION REPORT • • • TIMI 08:11 BIDS OPENED ON J� 23 2003 ANARDEO ON JAn 27 2003 ------- LOS BIDDER ------- ------- 290 BIDDER ------- ------- 3RD BIDDER ------- TRI-STATE CONSTRUCTION, INC. 11DNRT CONSTRUCTION CQKPA14T AMERICAN CIVIL C098TRUCTCRS 320 - 106TH AVE ME 20210 1421D AVE NE 700 SOOTS RIVERSIDE DRIVE 95004-5732 98072 SEATTLE MA 98108-4364 NELLHVOE B0S 980093686 WOODINVILLE IDB 980721330 SEA:-= 9W 981060945 CONRMRC7OR NUMBER : 629961 CONTRACTOR NUMBER : 551010 CONTRACTOR NUMBER : 392100 PRICE PER UNIT/ PRICE PER UNIT/ PRICE VER UNIT/ TO%= AMOUNT TOTAL AMOUNT TOTAL AMOUNT $296,167.50 $146,011.00 $176,469.00 8178,680.00 DOT_RGGB05 WASHINGTON STATS DEPARTI13NT OF TRANSPORTATION DATE: 17/18M002 + + + BID TABULATION REPORT • • • TIME: Go-. ll P56E JOB NO : 02X315 P"X9ICN +" : 2 SIDS OPEN= ON Jan 23 2003 CONTRACT NO :006691 REGTON NO ;4 ARARDEC ON Jan 27 2003 VERSION SO :1 WORK ORDER# :KLIBOD NNY :SR 432 ------- 4TH BIDDER .... ... .. STE BIDDER --• GTE ETOUER------- TITLE :SR 432 Ck%LOW+v-RDES, INC. FAMMIN'S, INC. CRRTER A COMPANY, INC. DBA CARI LORGVIER zmahmmu T REPAIR 3901 MEMORIAL PARK OR 321 R STATE ST 4676 COMMERCIAL ST BE # 203 02X315 98520-6143 PROJECT :wa-0432(010) LONOVIEN RA 986325906 ABERDEEN NA 985200078 SALIN OR 473021902 COUMTY(S) : CONLITN CONTRACTOR NUMBER 10036D CONTRACTOR NUMBER 706350 CONTRACTOR MCMRZlk 100163 ENGR'S. SST. ITER ITEM DESCRIPTION OBIT PRICE PER UNIT/ PRICE PER UNIT/ PRICE PSR UNIT/ PRICE PER UNIT/ 90. EST. QUANTITY ME" TOTAL AMOUNT TOTAL AMOUNT TOTAL AMOUNT TOTAL AMOUNT PREPARATION 1 MOBILIZATION L.S. 26,000.00 23,540.00 20,D00.00 23,000.00 2 REMOVING PAINT LIRE 3770.0000 L.P. 1.2500 0.6000 0.5500 0.7500 4,712.50 2,262.00 2,073.50 2,827.50 3 REMOVING TEMPORRR7 PAVEMENT MARHING 3960.0000 L. F. 1.0000 0.6000 0.6000 1.5000 3,960.00 2,376.00 2,376.00 5,940.00 4 RGIOVIRO PAINTED TRAFFIC MSIUCING 5.0000 EACH 35.0000 50.0000 100.0000 00.0000 200.00 400.00 800.00 640.00 GRADING A MODIFIED GRAVEL BORROW INCL. HAUL 135.0000 TON DRLINAGB t QUARRY SPALLS 808.0000 TON 20.0000 2,700.00 19.0000 15,200.00 19.0000 2,565.00 17.0000 13,600.00 8TRUCTORE 7 SWEET PILE RETAINING 10" 5250.0000 S.E. 35.0000 19.5000 183,75D.00 102,375.00 23.0000 3,105.00 16.0000 12,800.00 26.0000 136,500.00 34.0000 4,590.00 16.0000 12,000.00 31.3000 164,325.00 DOT_RGGB05 WASHING= STATE DEPARTMENT OF TRANSPORTATION DATE: 12/18/2002 • • • BID TABULATION REPORT • + • TIBE: 08:11 PSiE JOB NO : OWIS REVISION R+' BIDS OPENED ON Jan 23 2003 CCNTRACT 30 :006491 REGION NO :4 ARMED ON Jan 27 2003 VERSION EO ;I MORE ORDER# : 71.1900 RMY :SR 432 ------- 4TH SIDDER ------- ------- STB BIDDER ------- ------- GIB BIDDER ------- TITLE :SR 432 CALLOMAY-ROSS, INC. ROMMIN'S, INC. CARTER i COMM, INC. 71MA CARO LONGVIEW EMBANXMZMrr REPAIR 3901 MMIDRIAL PARR DR 321 N STATE 8T 4676 COM11gRCIA1. ST SE 203 028315 98520-6143 PROJECT :143-0432(010) LONGWIEN MA 986325906 ABERDEEN MA 995200078 SALEM OR 973021902 CDUNYY(S) :CDWLITS CONTRACTOR RCDmKR : 100360 CONTRACTOR I 706350 CONTRACTOR NUMBER 100163 ENGR'S. EBT. ITEM ITEM DESCRIPTION OMIT PRICE PER UNIT/ PRICE PER UNIT/ PRICE PER UNIT/ PRICE PER UNIT/ NO. EST. QUANTITY MGRS _ -TAL __ _- yvraL AWVYWi BURPACING 6 CRUSHED SURFACING 988E COURSE 15.0000 TCN 38.0000 19.0000 30,0000 20.0000 570.00 285.00 450.00 300.00 EROSION CONTROL AND PLANTING 9 ESC LEAD 7.0000 DAY 200.0000 225.0000 400.0000 330.0000 1,400.00 1,575.00 2,800.00 2,310.00 10 TOACE ADOO HT RAHO SEEDING EST. 500.00 500.00 $00.00 500.D0 11 SILT FZXCE 160.0000 L.P. 10.0000 11.00D0 10.0000 20.0000 1,6DO.D0 1,760.00 1,600.00 3,200.00 =s ERDSZON/11ATER POLLUTION CONTROL EST. 2,000.00 2,000.00 2,000.00 2,001.00 TRBPFIC 13 REPAIR IMPACT ATT6NU11TOR NBT, 1.00 1.00 1.00 1.00 14 TRUCK MOUNTED IMPACT ATTESUATGR 1.0000 EACH 5,000.0000 1,800.0000 1,800.0000 1,250.0000 5,000.00 1,800.00 1,800.00 1,250.00 15 OPERATION OF TRUCE MOUNTED IMPACT ATTENUATOR 2Q.0000 ER 40.D000 50.0000 50.0600 40.0000 800.00 1,000.00 1,000.00 $00.00 16 PAIMT LINE 3770.p000 1. F. 1.0000 0.6000 0.5500 0.9000 3,770.00 2,262.00 2,073.50 1,885.00 DOT NGGB05 WASHINGTON STAB DEPARTMENT OF TRANSPORTATION DMI 12/16/2002 • + BID TABULATION REPORT * * * Tumt 06:11 PSAE JOB ND : 021315 REVISION W : 2 BIDS OPENED ON Jan 23 2003 CONTRACT NO : 006491 RECION NO :4 ANARM ON Jan 27 2003 VERSION V1. :L WORN OROER4 : XL1600 BNY :SA 432 ------- 4TH BIDDER------- ------- SIR BIDDER ------- 6TR BIDDER------- TITLE :SR 432 Chmu+raY-ROSS, INC. ROMMIN'S, INC. CARTER 6 COMPANY, INC. DBA CnR1 LONGVIEW 13MAWKKM REPAIR 3901 MEMORIAL PARR DR 321 N STATE ST 4676 COMMERCIAL ST BE 6 203 02X315 98520-6143 PROJECT MB-0432{010} LONGVIEW NA 986325906 ABERDEEN W1 985200075 SALEM OR 973021902 COUNTY(&) : COMLI'TE CONTRACTOR BUMPER 160360 CONTRACTOR NUMBER 706350 CONTRACTOR NUMBER 100163 ENGR'S. EST. ITE[ ITEM DESCRIPTION UNIT PRICE PER UNIT/ PRICE PSR UNIT/ PRICE PER UNIT/ PRICE PER UNIT/ MD. EST, QUANTITY MERE TOTAL AMOUNT TOTAL AMOUNT TOTAL AMOUNT TOTAL AMOUNT TRAFFIC 17 PAINTED TRAFFIC ARROW 8.0000 EADE 45.0000 40.000D 100.0000 55.0000 360.00 320.00 600.00 440.00 1S TEMPORARY PAVE ]INT BANKING 3960.0000 L.F. 1.0000 0.4000 0.6000 L.0000 3,960.00 1,504.00 2,375.00 3,960.00 19 TEMPORARY TRAFFIC CONTROL L.S. 23,000.00 20,000.00 18,000.00 3,000.00 OTHER ITEMS 20 ROADSIDE CLEANUP EST. 2,000.00 2,000.00 2,000.00 2,000.00 21 REIMBURSEMENT FOR TRIAD PARTY DAMAGE EST. 5.00 5.00 S.OD 3.00 22 MINOR CHANrE CALL -1.00 -1.00 -1.00 -1,00 23 SPCC PLAN 1..5. 2,000.00 3,500.00 1,000.00 679.17 24 CONSTRUCTION CEOTEYTILE FOR UNDERGAOOND DPAIIPIGE 325.0000 S.Y. 6.0000 9.5D00 10.0000 5.0000 2,600.00 3,087.50 3,250.00 1,625.00 CON22ACT TOTAL $188,796.50 8217,309.00 0238,076.67 6256,167.50 DoT RGGBaS PS6E JOS NO :02X315 SJMSIOM No : 2 OONTRACT NO :006491 REGION NO ;4 VERSION NO :1 WORE ORDER# : XL1B00 NNY ;SR 432 TITLE : SR 432 LONGVIEN EMBANKMENT REPAIR 02X315 PROJECT : RS -0932(010) COUNTY(S) :COWLITZ ENGR'S. EST. ITEM ITEM DUCRIPTICN UNIT PRICE PER UNIT/ NO, EBT. QUANTITY MEAS ;vijL nwvuwi BASE TOTAL NASBINGTIm7 STATE DmmRT116NT OF TRANSPORTATION DISE: 12/18/2001 • • • SID TABDLBTIOW REPORT • • • TINS: 08:11 BIDS OPENED C6; ; Jan 23 2003 ANARDED ON Jan 27 2003 ------- 4" BIDDER ------- ------ 5TE BIDDER ------- ------- 6TR BIDDER ------- CALLONAT-ROSS, INC. ROGMIE'8, INC. CARTER 6 COMPANY, INC. DBA CART 3901 MEMORIAL PARE DR 321 N STATE 87 4676 COMMERCIAL ST RE c 203 98520-6143 LONGVIEN NA 986325906 ABERDEEN NA 965200078 SALEM OR 573021902 CONTRACTOR NUMBER . 100360 CONTRACTOR RW®ER ; 706350 CONTRACTOR NUMBER : 100163 PRICE PER UNIT/ PRICE PER UNIT/ PRICE PER UNIT/ - -a• TOTAL AMOUNT $286,167.50 6388,796.50 9217,309.00 $238,076.67 DOT AGGROS PANPARASION P96E JOB NO 402=26 REVISION NO MOBILISATION CCNTRACT 90 5006491 RMQ%CN MO :4 VERSION EO :1 WORE ORDER* :)MI900 NWT : SR 432 26,000.00 TITLE : SR 432 2 RMODVIUG PAINT LINE LONGVIEN INBANEMM REPAIR 15,200.00 021315 1.2500 0.3000 PROJECT tat -0432010) 4,712.50 COQNTY;S) :COWLITZ 3 REMOVING TainKmARY PAVEmENi MARIIn 183,750.00 ENGR'S. EST. ITEM ITEM DESCRIPTION UNIT PRICE PER UNIT/ NO. EST. QUANTITY REAS 3,960.00 TAUNINGTON STATE DEPARTMENT OF TRANSPORTATION k ' BIO TABULATION REPORT ------- 7TN BIDDER E.E. KUM, --NC. 2710 NE 78TH ST VANCOUVER WA 986650692 CONTRACTOR NUMBER : 861500 PRICE PER OMIT/ 'Ni AM Wm ORMING PANPARASION c MODIFIED GRAVEL BORROW INCL. NRUL 1 MOBILISATION 135.0000 TCN 20.0000 31.0000 L. S. 2,700.00 4,185.00 DRAINAGE 6 QUARRY SPALLS 26,000.00 26,000.00 2 RMODVIUG PAINT LINE 15.200.00 15,200.00 3770.0000 L.P. 1.2500 0.3000 7 SREET PILE RETaInzNG WALT. 4,712.50 1,131.00 3 REMOVING TainKmARY PAVEmENi MARIIn 183,750.00 212,625.00 3960.0000 L.P. 1.0000 0.3000 3,960.00 1,189.00 i REMOVING PAINTED TRAFFIC MARRING 6.0000 EACB 35.0000 25.0000 260.00 200.00 ORMING c MODIFIED GRAVEL BORROW INCL. NRUL 135.0000 TCN 20.0000 31.0000 2,700.00 4,185.00 DRAINAGE 6 QUARRY SPALLS 800.0000 TOM 19.0000 19.0000 15.200.00 15,200.00 STRUCTOAE 7 SREET PILE RETaInzNG WALT. 5250.0000 S.F. 35.0000 40.5000 183,750.00 212,625.00 DATE: =^11812002 TIM: OOsll BIDS OPEN15 ON : Ji 23 5003 AMMORD ON Jan 27 2003 DOT RGGB05 PSF.E SOB NO : 0271315 REVISION NO :2 CONTRACT NO ;006491 REGION NO :4 VERSION NO :1 WORE ORDER# :78,1800 HWY :SR 432 10 FORCE ACCOUH'T RAND SEEDING TITLE :SR 432 EST. 5,000.0000 LONGVIEW EMBANKMENT REPAIR 500.00 02X315 11 SILT VMS PROJECT MOM -04321010) 160.0000 L.F. COURTYI9) : COWLITZ 1,600.00 480.00 EE6R'S. NBT. ITEM ITEM DESCRIPTION UNIT PRICE PER UNIT/ NO. EBT. QUANTITY MEAS TOTAL AMOUNT WASHIMGTON STATS DEPARTMENT OF TRANSPORTATION • • • HID TABULFLTION REPORT a • a ------- 7TH BIDDER P.E. WARD, INC. 2710 HE 78TH ST VAIKXKM R WA 986650692 CONTRACTOR NUMBER : 861500 PRICE PER UNIT/ TOTAL AMOUNT SURFACING 0 CRUSHED SURFACIKQ BASE COURSE 15.0000 TOR 38.0000 65.0000 570.00 975.00 EROSION CONTROL Am PLANTING 9 ESC LEAD 7.0000 DAY 200.0000 35.0000 1,400.00 245.00 10 FORCE ACCOUH'T RAND SEEDING EST. 5,000.0000 2,500.0000 500.00 500.00 11 SILT VMS 160.0000 L.F. 10.0000 3.0000 1,600.00 480.00 12 ENCSICN/WATER POLLUTION CONTROL EST. 1.Qo00 0,3000 2,000.00 2,000.00 TRAFFIC 13 REPAIR IMPACT ATTERVATOR EST. 1.00 1.00 14 TRUCK MOORTED IMPACT ATTENUATOR 1.0000 LR_'k 5,000.0000 2,500.0000 5,a00.0o 2,500.00 15 OPERATION OF TRUCK MOUNTED DENT ATTER=TCR 20.0000 ME 40.0000 44.0000 600.00 SBO.o0 16 PAINT LINE 3770.0000 L.F. 1.Qo00 0,3000 3,770.00 1,131.00 DAM! =/16/1002 TIME: 08:11 FIDS OREM OF Jan 23 2003 AWARDED ON Jan 27 2003 DOT RG®05 PS4E JOB NO :C2K315 REVISION w' : 2 ODSVVACP NO :006491 REGION NO :4 VERSION NO :1 SORB ORDERA : XL3800 HNY : SR 432 TITLE :SR 432 1.0000 0.2000 LONGVIEW ENBAWMNT REPAIR 792.00 02X915 PROdRCT RR -0432(010) -1.00 -1.00 COUMTYIE) :CONLITE 23,000.00 2,300.00 L.N. ENGR'S. LST. ITEM ITEM DBSCRIPTXON UNIT PRICE PER UNITI NO. EST. QUANTITY 103E.4 _ _ WASHINGTON STATE DEPARTMENT OF TRANSPORTATION r r • BID TABULATION REPORT + r a ?TR BIDDER _______ T.E. MARD, INC. 2710 NE 78TH ST VANCOUVER IIA 986650692 CONTRACTOR NOMSER 861508 PRICE PER UNIT/ TRAFFIC 17 PAINTED TRAFFIC AARON 8.0000 EACH 45.0000 20.0000 360.00 160.00 10 TEMPORARY PAVEIOSHT MARKING 3960.0000 L.F. 1.0000 0.2000 3,960.00 792.00 19 THMOORM TRAFFIc cDR'IROL L.S. -1.00 -1.00 23 SPCC PLAN 23,000.00 2,300.00 OTRER ITXMS 20 ROADSIDE CLEANUP EST. 2,000.00 2,000.00 21 REIMBURSEMENT FOR TRIAD PARTY DAMMM EST. 5.00 5.00 22 b=OR cHANGE CALL -1.00 -1.00 23 SPCC PLAN L.N. 2,000.00 500.00 24 CONSTRUCTION DEOTEMLE FOR OKDERGFAMW DRAIEA6E 325.0000 S.Y. 8.0000 9.0000 2,600.00 2,925.00 CONTRACT TCTAI. 0286,167.56 8279,922.00 DMt 12/18/2002 TIM: M. 11 BIDS OPENED ON San 23 2003 AWARDED ON Jan 27 2003 LOT 866805 PS&E JOB NO :02E315 REVISION NO : 2 CONTRACT NO :006491 REGION MO .4 VERSION : 1 BORE ORLERP : EL1800 EBR : OR 432 TITLE :SR 432 LONGVIEW EMBANKMENT REPAIR 02=5 PROJR�CT tai -04321010] Comma) : COMLITS ENGR'S. EST. ITEM ITEM DESCRIPTION MaT PRICE PER UNIT/ Na. EST. OOANTITI MEAS zvuai. ARLAM4 MASHZNGTON STATE DEPARTMENT OP TRANSPORTATION • • BIO TABULATION REPORT • + ------- 7TH BIDDER ------- T.E. MARE, INC. 2710 HE 78TH ST VANCOUVER MA 99fi650692 OON'TRACTOR NWBBR 881508 PRICE PER ONIT/ 1vJ. /M k BABE TOTAL 8256,167.50 6279,922.00 DWEt 14/18/4002 TIM: 08:11 BIOS OPENED ON Jan 23 2003 AMARDED ON T= 27 2003 DOT RGGBOI P86E JO$ No: 0M51 REVISION NO CONTRACT NO :007983 VISION NO :9 VERSION NO ;4 WORE ORDERM :XL3471 WY : SR 020 TITLE :PORT TOWNSEND FERRY TERMINAL DOLPHIN PRESERVATIOON SLIP 1 09W151 PROSECT COUNT218N :JEITER off ITEM ITEM DESCRIPTION UNIT NO. EST. QUANTITY NF-" PREPARATION 1 MOBILISATION L. S. 2 REMOVAL OF STRUCTURE A-Vc OBSTRUCTION L. S. 3 DISPOSAL OF CREOSOTED MATERIAL L.S. 4 FORCE ACCOUNT RKMOVAL OF PILE $TOM BST. 5 REPOSITION FLOATING DOLPHIN L. S. PADS I -A, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DAn. 07/371=O t t t BID CHECK REPORT * • * TSHB: x1:03 BIDS OPENED ON Aug 4 2010 AWARDED ON Aug 9 2010 IAM BIDDER ------- 2ND BIDDER _______ _______ 3RD BIDDER _____-- _______ _______ AMERICAN CONSTRUCTION CO., IRI HANSON CONSTRUCTION CO. GENERAL CONSTRUCTION COMPANY 1.501 TAYLOR WAY 5209 E IAROIKAL WAY S 3839 WEST MARGINAL MAY SW SEATTLE WA 98134-2429 TACOMA WA 964214100 SEATTLE WA 981240067 SEATTLE WA 981061108 CONTRACTOR NUMER : 026000 CONTRACTOR NUMBER 518000 CONTRACTOR NUMBER 286000 ENGR'S. MT PRICE PER UNIT/ PRICE PER UNIT/ * DIFF./ PRICE PER UNIT/ ♦ DIFF./ PRICE PER UNIT/ * DIFF./ TOTAL AMOUNT TOTAL AMOUNT AMT.DIFF. TOTAL AMOCHT ANT. DIFF. TOTAL AMOUNT Am T.DIFF. STRUCTURE 6 EPDXY-COATED ST. REINF. Eha 19160.0000 L8. 7 CONC. CLUB 4000 FOR DIAPHRAGM. 69.6000 C.Y. 8 FURNISHING STEEL PILE TIP OR SHOE 30 IN. DIEM. 22.0000 EACH 9 FABRICATING ST, PILING 30 IN. DIEM. T = 1 IN. 1946.0000 L.F. 10 FABRICATING ST. PILING 36 XM. DIEM. T = I IN. 1063.0000 L. IN 11 DRIVING ST. PILE 30 IN. DIAN. 22.0000 EACH 12 DRIVING ST. PILE 36 IN. DIAN. 16.0000 EACH 174,000.00 172,000.00 56, BCD. 00 14,000.00 7,500.00 1.5000 28,740.00 1,000.0000 69,600.00 SOO.00DO 17,600.00 50.0000 97,300.00 80.00D0 85, 040. D0 4,000.0000 88,000.00 4,000.0000 64, Dec. 00 -5.11% 165,000.00 -9,000.00 -94.421 130,000.00 -42,000.00 -29.580 40,000.00 -16,800.00 0.0011 14,000.00 -20.00% 6,000.00 -1,50D. 00 2.0000 33.33% 38,320.00 9,56D.00 720.0000 -28.00% 50,112.00 -19,488.00 640.0000 -20.00% 14,080.00 -3,520.00 46.0000 -8.004 89,516.00 -7,764.00 50.0000 -37.50% 53,150.00 -31,890.00 4,700.0000 17.50% 103,400.00 15,400.00 4,700.0000 17.504 75,200.00 11,200.00 -8.05 % 160,000.00 -14,000.00 -27.33% 125,000.00-47,000.CC -29.58 6 40,000.00 -16,800.00 0.00% 14,000.00 60. OD % 12,000.00 4,500.00 1.0000 -38.336 19,160.00 -9,560.00 1,300.0000 30.008 90,46D.00 20,880.00 550.0000 -31.251 12,100.00 -5,500.00 40.0000 -20.00% 77,840.00 -19,460.00 42.0000 -47.50 6 44,646.00 -40,394.00 5,000.0000 25.00'k 110,000.00 22,DOO.00 4,000.0000 0.00 R 64,000.00 0.00 16.96* 203,505.00 29,505.00 -36.050 110,000.00 -62, OCC. 00 58.454 90,000.00 33,200.00 0.00% 14,000.00 6.67% 8,000.00 500.00 1.2500 -16.67 8 23,950.00 -4,79C.00 1,100.D000 10.00% 76,560.00 6,960.00 600.0000 -25,006 13,200.00 -4,400.00 50.0000 0.00% 97,300.00 0.00 55.0000 -31.254L 58,465.00 -26,575.00 5,600.0000 40.0046 123,200.00 35,200.00 3,700.0000 -7.50* 59,200.00 -4,800.00 DOT RG(FB01 PS6E JOB NO :OSM151 REVISION NO CONTRACT 190 : 007983 REGIoN NO : 9 VERSION NO :4 MORN ORDERN :EL3471 IVY : SR 020 TITLE :PORT TOWNSEND FERRY TERMINAL DOLPHIN PRESERVATION SLIP I 09W151 PROJECT COUNTY(S) :JEFFERSON 12EN ITEM DESCRIPTION UNIT NO. EST. QUANTITY HE" STRUCTURE 13 STRUCTURAL LOW ALLOY STEEL - DOL WKS L.B. 14 CHAIN AND HARDWARE - DOLPHINS L. S. 15 MARINE FENDER TYPE 1A 3.0000 EACH 16 MARINE FENDER TYPE IS 13.0000 EACH 17 MM POLYETHYLENE RUBBING PACE PAF DOLPHINS 16.0000 SACH 16 FORCE ACCOUNT RIVAL OF OBSTRUCTION EST. OTHER ITEMS 5.39% 19 MOBILIZE BUBBLE CURTAIN SYSTEM 70O.00 L.S. 20 BUBBLE CURTAIN 1,500.00 22.0000 EACH 21 MINOR CHANGE rirr 22 SPCC PLAN L.S. 23 MARINE SURVEYING L.S. 24 MARINE LANTERN 1.0000 EACH PAGE : 2-A WASRDBOTON STATE DEPARTMHNT OF TRAMSPORTATION DATE: 07/2-7/=010 + + * BID CHRCK REPORT + • • TDm: 11:03 BIDS ODOM ON : AW 4 2010 AMARDEO ON' : Aug 9 2010 ------- LOW BIDDER ------- ------ 2ND BIDDER ------- 31D BIDDER ------- AMERICAN CONSTRUCTION CO., IN: MANSON COWSTRDCTICW CO. 9KNERAL CONSTRUCTION COMPANY 1901 TAYLOR MAY 5209 B MARGINAL MAY S 3838 MEET MARGINAL NAY SW SEATTLE MA 98134-2429 TAC@® MA 984214100 SEATTLE MA 981240067 SEATTLE MA 981061106 CONTRACTOR NUMBER 026000 CONTRACTOR NOMBER= 516000 CON29ACTM NUMBER 286000 ENOR'S. EBT. PRICE PER UNIT/ PRICE PER UKIT/ 4 DIBT./ PRICE PER UNIT/ 4 DIFF./ PRICE "a UNIT/ 4 DIFF./ TOTAL AMOUNT TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT ANT.DIFF. 706,000.00 32,043.00 5,000.0000 15,000.00 5,500.0000 71,500.00 8,000.0000 128, CDC. 00 7,500.00 18,000.00 900.0000 19,800.00 -3.00 1,200.00 13,000.00 2,00x.0000 2,000.00 -lfi .86 8 587,000.00 -119,000.00 12.35% 36,000.00 3,957.00 4,800.0000 -4.008 14,400.00 -600.00 4,200,0000 -23.648 54,600.00 -16,900.00 9,000.0000 12.504 144,000,00 16,000.00 0.0014 7,500.00 -97.22% 500.00 -17,500.00 500.0000 -44.448 11,000.00 -8,800.00 0.004 -3.00 -16.674 1,000.00 -200.00 -31.46% 8,000.00 -5,000.00 2,500.0000 25.004 2,500.00 SOO,CO -9.77% 637,000.00 -69,000.00 -60.990 12,500.00 -19,543.00 3,800.0000 -24.00% 11,400.00 -3,600.00 4,500.0000 -18.18 B 58,500.00 -13,000.00 8,000.0000 0.004 126,000.00 0.00 x.00 s 7,500.00 -44.44 4 10,000.00 -5,000.00 350.0000 -61.118 7,700.00 -12,100.00 0.009, -3.00 -50.33 8 500.00 -700.00 15.934 818,500.00 112,500,00 -43.63 4 18,000.00 -14,043.00 3,000.0000 -40.004 9,000.00 -6,000.00 3,500.0000 -36.365 45,500.00-26,OOC.00 8,000.0000 0.008 128,000.00 0.00 0.008 7,500.00 322.22 4 76,000.00 58,00C.00 1,500.0000 66.678 33,000.00 13,200.00 0.00 4 -3.00 -58.334, 500.00 -700.00 -46.15 4 7,000.00-6,O0C.00 1,500.0000 -25.008 1,500.00 -500.00 5.39% 13,700.00 70O.00 1,500.0000 -25.008 1,500.00 -500.00 15.934 818,500.00 112,500,00 -43.63 4 18,000.00 -14,043.00 3,000.0000 -40.004 9,000.00 -6,000.00 3,500.0000 -36.365 45,500.00-26,OOC.00 8,000.0000 0.008 128,000.00 0.00 0.008 7,500.00 322.22 4 76,000.00 58,00C.00 1,500.0000 66.678 33,000.00 13,200.00 0.00 4 -3.00 -58.334, 500.00 -700.00 -46.15 4 7,000.00-6,O0C.00 1,500.0000 -25.008 1,500.00 -500.00 BOT RSGB01 PSLE JOB NO :09W151 REVISION NO CONTRACT NO :007963 REGION NO :9 VERSION NO :4 WORK ORDER# :XL3471 HNY :SR 020 TITLE :PORT TONNSIND FERRY TERMINAL DOLPHIN PRESERVATION SLIP 1 09N151 PROJECT COUNTY(S) :JEFFERSON ITEM ITEM DESCRIPTION UNIT M0. EST. QUANTITY MOLAR OTHER ITEMS 25 BIRD DETERRENT SYSTEM L. S. 26 REIMBURSEMENT FOR BSA MONITORING SUSPENSION EST. i h,a 3-A WASEING-PON STATZZ DEPARTMENT OF TRANSPORTATION DAB: 07/17/2010 + + BIB CHECK REPORT • • * TINS: 11:03 BIDS OPENED ON Aug 4 2010 ANAIUM ON Aug 9 2010 ------- LUN BIDDER ------- ---- 2ND BIDDER ------- ------- 3RD BIDDER ------- AMERICAN CONSTRUCTION CO., INR HANSON CONSTRUCTION CO. GENERAL ONSTRUCTION COMPANY 1501 TAYLOR WAY 5209 E MARGINAL NAY S 3838 NEST MfARGIKAL WAY SN SEATTLE WA 98134-2429 TACOMA NA 984214100 SMATTER NA 981240067 SEATTLE NA 981061106 CONTRACTOR NUMBER 026000 CONTRACTOR NUMBER 518000 CONTRACTOR NUMBER 286000 ENGR'S. EST. PRICE PER UNIT/ PRICE PER UNIT/ % DIFF./ r - r.A uXi'ri I wiry./ PRICE PER UNIT/ % Dim/ TOTAL AMOWT TOTAL AMOUNT AMT.DIrF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.BIFF. 50.009, -12. s0 8 25.00 % 4,000.00 6,000.00 2,000.00 3,500.00 -500.00 5,000.00 1,000.00 0.001, 0100% 0.00% 12,000.00 12,000.00 12,000.00 12,000.00 CONTRACT TOTAL 01,904,620.00 01,663,275.00 -12.678 01,673,023.00 -12.16% 02,038,877.00 7.054 BASE TOTAL 01,504,620.00 01,$63,275.00 -12.67% 01,673,023.00 -12.168 02,038,677.00 7.058 PAGE : 4-A DOT RGGB01 PSLE SOS NO: 09W151 CONTRACT no: 007983 TITLE: PORT TOWNSEND FRRBY TERMINAL DOLPHIN PRESRRVATION SLIP 1 09N151 41,663,275.09 WASHINGTON STATS DEPARTIMMT OF TRAWSPORTATION + • • ALTERNATE CONBIRIMON BIDS • • • BIBS OPENED ON: • * RAN!® BY DOLLAR AMOUNT • • • Aug 4 2010 RESIGN: 9 HEY: ER 020 HAS& AMERICAN CONSTRUCTION CO., INC. 1501 TAYLOR QDAY TACOMA, WA 984214100 2 41,673,023.00 BASE MANSCW CONSTRUCTION CO. 5209 E NARCIRAL WAY S SEATTLE NA 98134-2429 PO DOC 24067 SEATTLE, WA 981240067 42,038,877.00 BASK GENERAL CONSTRUCTION CCMPANY 3935 WEST MARGINAL WAY - SEATTLE, WA 981061109 EXHIBIT 2: KITTITAS COUNTY RENO BLANKET COST DATA n O `C O -w N C7 q1 C `G A z G� rn O O 0 r O m m a) 0 X m m z m n Ln Q 2 m m i W i i N i 1 i i J J 1 -4 TW Ti T T m T T T T N N N N N N N N N N N N Cr N (3 N O N O N 0 N a N O N O N O N O N a N a N O N O N p N a N a N O O G O W O C0 w O O c0 O O to 0 co w 0 C4 (o w w w w O CD C0 w w w (D (C) CC) to O w w C� C- W C_ W L W C- W L W C_ W C-- W C-' W C. 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