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HomeMy WebLinkAboutCAG2019-393 - Original - Serpanok Construction, Inc. - Dvorak Barn Concrete Foundation & Interior Framing - 08/21/2019 Agreement Routing Form KENT For Approvals, Signatures and Records Management WnS H1NGTON This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms. (Print on pink or cherry colored paper) Originator: Nancy for Steve Lincoln Department: Public Works Date Sent. 911alyg Date Required: 9�,)c. i� o Authorized ❑ Director or Designee Date of to Sin 8/6/19 CL � Council �a ✓ Mayor Approval: Budget D20079 Grant? Yes No Account Number: Type: N/A Vendor Name: Serpanok Construction, Inc. Category. Contract C Vendor 2101814 Sub-Category 0 Number: M Project Dvorak Barn - Concrete Foundation and Interior Framing E Name: 0 Project C Details: Foundation and internal structural wood framing. c 41 E Agreement 355 597 Basis for 0 Amount: Selection of Bid F Contractor: ch Q Start Date: Mayor's signature Termination Date: y g 40 working days Notice required prior to Yes No Contract Number: ��O/�7-' 3�'/3 disclosure? 1:1 Date Received by City Attorney. Comments: to , c wq �J RECEIVED M Date Routed to the Mayor's Office: in d Date Routed to the City COOffice: a, City of Kent Date Sent to Originator: Office of the Mayor Visit Documents.KentWA.gov to obtain copies of all agreements adccW22373_6_19 KENT WA GTCJH DATE: August 6, 2019 TO: Kent City Council SUBJECT: Dvorak Barn Concrete Foundation and Interior Framing Bid - Award MOTION: Award the Dvorak Barn - Concrete Foundation and Interior Framing Project to Serpanok Construction, Inc. in the amount of $355,597 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: As part of the preparations for the upcoming Russell Road Levee improvements, the City relocated the historic Dvorak Barn, near the City's Russell Road Nursery. This project includes the construction of a new foundation and floor slab. It will also include reinforcement of the barn framing and perimeter fencing to secure the barn. The bid opening for the Dvorak Barn - Concrete Foundation and Interior Framing Project was held on July 30, 2019 with four bids received. The lowest responsible and responsive bid was submitted by Serpanok Construction, Inc. in the amount of $355,597. Bid Tab Summary O1. Serpanok Construction, Inc. $355,597.00 02. CFC Construction LLC $378,930.20 03. Alegis Construction Inc. $422,867.06 04. Quigg Bros., Inc. $648,582.00 Engineer's Estimate $368,137.00 BUDGET IMPACT: This project is part of the City's participation in the Lower Russell Road Levee project. Funding will come from the Drainage Fund. SUPPORTS STRATEGIC PLAN GOAL: Thriving City, Evolving Infrastructure ATTACHMENTS: 1. Dvorak Barn Foundation & Framing Bid Tab (PDF) CITY OF KENT KING COUNTY, WASH 1 NGTON KENT SPEC I AL PROV I S I ONS FOR Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007 . 1 B I DS ACCEPTED LINT I L BID OPENING July 30, 2019 July 30, 2019 10:45 A.M. 11 :00 A.M. _ DELIVER TO _ CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT `' WASH [ NGTON s 1. 1. I NDEX �- Section 1 Bidder's Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Dvorak Barn Site Photos �- Section 6 Prevailing Wage Rates PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 iT w KE Itl l Fax: 253-856-6500 WASHINGTON PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007.1 ADDENDUM No. 2 July 25, 2019 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement page 8 of the Bidder's Document. Bidders must use the replacement page. SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1341 8-01.5 Stabilized Construction $ $ WSDOT SQ YDS Entrance Per SY II - KENT SPECIAL PROVISIONS Page 1-15 - Section 1-05.14 - Cooperation With Other Contractors REVISE this section as follows: Details of known projects are as follows: Prospect Construction, Inc., the contractor for the Lower Russell Levee, will be completing work from south of the east-west PSE trail to South 277th Street to construct a levee flood wall. Additionally, Prospect will also be constructing a < watermain for the project, which extends south from South 212th Street to the Ynorth end of Van Doren's Park. Prospect's work for both the flood wall and water main work are located away from the Dvorak Barn project site. Mayor Dana Ralph 1 Page 2-1 - Division 2 - Earthwork ADD the following section: 2-01 CLEARING GRUBBING AND ROADSIDE CLEANUP SECTION 2-01.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-01.3(3) Site Specific Limits of Clearing and Grubbing For this project clearing and grubbing will be limited to areas where soil disturbing activities shall be required to install the stabilized construction entrance, barn foundation, and rock drain gallery. For the purposes of determining the lump sum contract price for clearing and grubbing this will have an approximate area of 0.2 Acres. III - APPENDICES ADD the following new Appendix 3 - Clarifications Dvorak Barn - Concrete Foundation and Interior Framing (09-3007) Clarifications in Response to Questions Received Based on questions received during bidding and the site open house held on July 25, 2019, Bidders shall take note of the following: 1. The stabilized construction entrance shown on sheet C3 shall be left in place following completion of the work. 2. Wherever the foundation is notched to allow removal of the steel I-Beams currently supporting the barn, rebar splicing shall be consistent with WSDOT Standard Specifications Section 6-02.3(24)C Placing and Fastening as amended by the Special Provisions and Addendum 1. 3. Details for the footing and floor slab have changed on sheet S5. 4. The floor slab layout on sheet S5 now includes a layout for rigid metal conduit. 5. The details for rafter reinforcement on sheet S7 now include additional rafter reinforcement in the lean-to portion of the barn. END OF ADDENDUM No. 2 6 9 Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: Bidder's packet replacement page 8 2 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1271 8-12.5 1 Double 20 Ft. Chain Link $ $ WSDOT EACH Gate Per EA 1340 8-01.5 1 Erosion/Water Pollution $10,000 $10,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 1341 8-01.5 + 400 Stabilized Construction $ $ WSDOT SQ YDS Entrance Per SY 1345 8-01.5 1 Seeding, Fertilizing, and $ $ KSP ACRE Mulching Per AC 1350 8-02.5 280 Topsoil, Type A $ $ KSP CU YDS Per CY 1351 1-10.5 40 Traffic Control Labor $ $ KSP HOURS Per HR 1352 1-10.5 32 Construction Signs Class A $ $ WSDOT SQ FT Per SF 1353 1-10.5 10 Traffic Control Supervisor $ $ KSP HOURS Per HR 1354 1-10.5 1 Temporary Traffic Control $ $ KSP LUMP SUM Devices Per LS 1355 1-04.4(1) 1 Minor Changes $10,000* $10,000 WSDOT CALC Per CALC *Common rice to all bidders Dvorak Barn Foundation &Framing/Lincoln 8 July 25, 2019 Project Number: 09-3007.1 PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 KEN T Fax: 253-856-6500 WAS-N G T O N PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007.1 ADDENDUM No. 1 July 24, 2019 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement Bidder's Packet. Bidders must use the updated Bidder's Packet, SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1090 6-02.5 Cement Concrete Class 4000 $ $ WSDOT CU YDS Per CY 1091 6-02.5 6,29$ St. Reinf. Bar for Footings and $ $ WSDOT 10,000 Floor Slab Per LB LBS 1092 8-20.5 480 580 1 IN. DIAM. PVC Coated Rigid $ $ KSP LN FT Metal Conduit Per LF m 1093 8-20.5 20 2 IN. DIAM. PVC Coated $ $ 3 KSP LN FT Rigid Metal Conduit Per LF C a� Y 0 Mayor Dana Ralph -- 1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1265 8-12.5 2$8 50 Remove Chain Link Fence $ $ KSP LN FT Per LF 1270 8-12.5 7-55$ 350 Install New Chain Link Fence $ $ KSP LN FT Per LF 1271 8-12.5 1 Double 20 Ft. Chain Link $ $ WSDOT EACH Gate Per EA II - KENT SPECIAL PROVISIONS Page 1-18 - Section 1-07.6 - Permits and Licenses DELETE the following: Page 1-24 - Section 1-08.3 - Progress Schedule ADD the following: SECTION 1-08.3(2)C IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.3(2)C Unique Project Site and Sequencing Conditions As shown in Appendix A-1, The Dvorak Barn is currently supported by timber cribbing and steel I-beams furnished by the structural moving and heavy lifting contractor that performed the barn relocation work (Nickel Bros. of Marysville, WA). The Contractor shall be responsible for sequencing the work, modifying the cribbing, providing additional temporary structural support, and construction of the new barn foundation in such a manner as to avoid damaging the barn or impeding removal of the cribbing and I-beams. Prior to initiation of work, the Contractor shall furnish the City's Capital Projects Manager with their construction sequencing plan and schedule for review and approval. The Contractor shall not proceed with the work prior to receiving City approval. 2 Page 1-24 - Section 1-08.4 - Notice to Proceed, Prosecution of Hours of Work REPLACE the second paragraph with the following: . The City intends to give Contractor Notice to Proceed, and start the contract time, on August 26, 2019. Page 6-1 - Section 6-02.2 - Materials REVISE this section as follows: Following leveling and tamping of granular base material for slabs on grade, place vapor barrier sheeting with longest dimension parallel with direction of concrete placement. Lap joints a minimum of 6 inches and seal with appropriate approved tape. Vapor Barrier plastic sheeting shall be 6 Mil minimum thickness plastic ;n. Page 6-1 - Section 6-02.3(14)E REVISE this section as follows: 6-02.3(14)E Prejeet Speeifie Fleer Finigh Concrete Forms Fer- this pr-ejeet the baFA fleer- slab shall have a light bFush finish eensmstent with that C•CT under JCC'CTD'fT- the WSE)G:F Standard Design, erect, support, brace, and maintain formwork to support vertical and lateral, static, and dynamic loads that might be applied until such loads can be supported by concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. Maintain formwork during construction tolerances complying with ACI 347. Design formwork to be readily removable without impact, shock, or damage to cast-in-place concrete surfaces and adjacent materials. Construct forms to sizes, shapes, lines, and dimensions shown, and to obtain accurate alignment, location, grades, level and plumb work. Provide for openings, offsets, sinkages, keyways, recesses, moldings, restications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the work. Solidly butt joints and provide back up at all joints to prevent leakage of cement paste. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast-in-place concrete surfaces. 3 Securely brace temporary openings and set tightly to forms to prevent loss of concrete mortar. Chamfer all exposed corners and edges and other areas shown on the Plans, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. Clean reused forms of concrete matrix residue, repair and patch as required to return forms to acceptable surface condition. Coat contact surfaces of forms with a form-coating compound before reinforcement is placed. Thin form coating compounds only with thinning agent of type, amount, and under conditions of form-coating compound manufacturer's directions. Do not allow excess form-coating compound to accumulate in forms of to come into contact with in- place concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. Coat steel forms with a non-staining, rust-preventative form oil or otherwise protect against rusting. Rust-stained steel formwork is not acceptable. Page 6-1 - Section 6-02.3(14)F - Concrete Slabs Section 6-02.3(14)G - Concrete Slab Finish Section 6-02.3(14)H - Concrete Slab (Control) Joints ADD the following new subsections: SECTION 6-03(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING SUBSECTIONS: 6-02.3(14)F Concrete Slabs Deposit and consolidate concrete slabs in a continuous operation. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. Bring slab surfaces to correct level with straightedge and strikeoff. Use bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. Maintain reinforcing in proper position during concrete placement operations. 6-02.3(14)G Concrete Slab Finish Apply trowel finish to monolithic slab surfaces. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power-driven floats, of by hand floating is area is small or inaccessible by power units. Uniformly slope surface as shown on the Plans. After floating, begin first trowel finish operation using a power-driven trowel. Begin final 4 troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand-troweling operation, free of trowel marks and uniform in texture and appearance. Grind smooth surface defects. 6-02.3(14)H Concrete Slab (Control) Joints Construct joints in slabs-on-grade as shown on the plans or as directed by the Engineer. Use saw cuts 1/8 of an inch-wide x 1/4 of the slab depth. Page 6-3 - Section 6-02.3 - Construction ADD the following: SECTION 6-02.3(24)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.3(24)C Placing and Fastening All horizontal reinforcing bars shall be continuous through corners and foundation intersections. All rebar splices and corners shall have a minimum length of 30 bar diameters. Page 6-3 - Section 6-04.5 - Payment REVISE this section as follows: The lump sum contract price for "Interior Wood Framing" shall be full pay for all hardware, labor, material, temporary bracing, foundation hold downs, and equipment Bests to furnish and install the wood framing improvements as shown in the plans. Page 8-12 - Section 8-12.3(1) - Chain Link Fence and Gates DELETE the second sentence in the second paragraph as follows: New materials shall meet the requirements shown in the plans or as directed by the Engineer. Sec--uFity feigee Shari n9eet WS90T Standard n� L 40.29 01_GlaFeScreen Type 2 (b'ae'(, viRyl eeated ehaiF9 10F91( with slats) With 3 StFands ef blaek vifgyl eeated Page 8-12 - Section 8-12.4 - Measurement ADD the following paragraph to the end of this section: New chain link fence shall be measured by the linear foot of new fence, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. 5 Page 8-14 - Section 8-20.2 - Materials REVISE this section as follows: 8-20.2 Matero Polyvinyl chloride, externally coated RGS Fer- this pFejeet all eenduit shall be 649 Tank PVC Geated Rigid Metal Gendi The PVC coated rigid metal conduit must be UL listed. The PVC coating must have been investigated by UL as providing the primary corrosion protection for the rigid metal conduit. All conduit, fittings, and elbows shall be new and factory coated PVC. The PVC exterior and urethane interior coatings applied to the conduit shall afford sufficient flexibility to permit field bending without cracking of flaking at temperatures above 30 degrees F. The internal coating shall be a nominal 2 mil thickness. Conduit of fittings having areas with thin or no coating shall be unacceptable. Approved materials include Plasti-Bond REDH2OT manufactured by Robroy Industries, Perma-Cote Coated manufactured by Perma-Cote, KorKap Coated manufactured by KorKap, or Ocal-Blue Steel conduit and fittings as manufactured by Ocal, Inc. Installation of the PVC coated conduit system shall be performed in accordance with the manufacturer's installation manual. All male and female threads on conduit, elbows, and nipples shall be protected by application of an electronically conducting corrosion resistant compound. In general, conduits may take the most direct route providing they do not jeopardize the structural integrity of the foundation. At the point-of-exposure out of the foundation wall, conduits must be plumb and perpendicular to the top of the foundation wall surface. Stub conduits to a uniform height (plus or minus 1/8 of an inch). Insert a threaded flush plug into a coupling at each conduit stub. Page 8-14 - Section 8-20.5 - Payment ADD the following payment item to this section: "2 IN..DIAM. PVC Coated Rigid Metal Conduit," per linear foot. 6 Page 9-9 — Section 9-16.1(1)B — Chain Link Fence Fabric REVISE the last paragraph as follows: The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans or as directed by the Engineer. END OF ADDENDUM No. 1 1L�d 7Z';q 1I Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: Bidder's Packet Plans 7 BIDDER'S NAME CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007 . 1 BIDS ACCEPTED UNTIL BID OPENING July 30, 2019 July 30, 2019 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KEN TT W A S H I N G T 0 N ORDER OF CONTENTS FOR BID PACKAGE Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement (to be completed AFTER COMPLETION) Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form: Non-Collusion, Minimum Wage Change Order Bidder's Checklist INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through July 30, 2019 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Dvorak Barn — Concrete Foundation and Interior Framing Project Number: 09-3007.1 The Historic Dvorak Barn was recently braced, lifted, and relocated to a new location by a house moving company, Nickel Bros. This concrete foundation and structural wood framing project will include all necessary steps to construct of a reinforced cement concrete foundation for the barn and to complete its interior structural wood framing. The barn footprint, which includes an attached lean-to structure, is roughly 50-feet wide and 45-feet long, and approximately 2300 SF in size. The barn is two stories tall and roughly 37-feet in height. As the barn is currently resting on steel beams and wood cribbing at its permanent location, the work will include excavation for the foundation, forming and pouring the foundation, attaching the barn to its foundation, and completion of the internal structural wood framing. All of this work will occur while working around the barn's steel beams and wood cribbing. Once the foundation is poured and cured around the barn, coordination with Nickel Bros. will be necessary for Nickel Bros to remove the wood cribbing, steel support beams, and other materials used in bracing the barn for its move. The project also includes site grading, hydroseed, a cyclone fence, and removal of an adjacent underground storage tank. The project site will be open for viewing by bidders on July 25, 2019 from 12:00 PM to 3:00 PM. The Engineer's estimate for this project is approximately $306,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Stephen Lincoln at 253-856-5552. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA.gov/doing- business/bids-urocurement. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixt (60) days after the day of bid opening. Dated this 15Ih day of July, 2019. , Kimberley A. o oto, City Clerk Published in Daily Journal of Commerce on July 16 and 23, 2019. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007.1 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAME OF BIDDER BY: SIGNATURE/TITLE ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Dvorak Barn Foundation &Framing/Lincoln 1 July 24, 2019 Project Number: 09-3007.1 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: For: Title: Date: Dvorak Barn Foundation &Framing/Lincoln 2 3uly 24, 2019 Project Number: 09-3007.1 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Dvorak Barn Foundation &Framing/Lincoln 3 July 24, 2019 Project Number: 09-3007.1 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contractor for the contract known as Dvorak Barn — Concrete Foundation and Interior Framing/Project Number: 09-3007.1 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: Dvorak Barn Foundation &Framing/Lincoln 4 July 24, 2019 Project Number: 09-3007.1 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Dvorak Barn — Concrete Foundation and Interior Framing/Project Number: 09-3007.1 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Dvorak Barn Foundation &Framing/Lincoln 5 July 24, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ $ WSDOT LUMP SUM Per LS 1065 2-03.5 40 Unsuitable Foundation $ $ WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 1,000 Gravel Borrow, Including $ $ KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 40 Crushed Surfacing Top $ $ KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 120 Crushed Surfacing Base $ $ KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1086 2-12.5 800 Construction Geotextile for $ $ WSDOT SQ YDS Soil Stabilization Per SY 1090 6-02.5 44-5 180 Cement Concrete Class 4000 $ $ WSDOT CU YDS Per CY 1091 6-02.5 6,290 St. Reinf. Bar for Footings and $ $ WSDOT 10,000 Floor Slab Per LB LBS 1092 8-20.5 49$ 580 1 IN. DIAM. PVC Coated Rigid $ $ KSP LN FT Metal Conduit Per LF Dvorak Barn Foundation &Framing/Lincoln 6 July 24, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1093 8-20.5 20 2 IN. DIAM. PVC Coated $ $ KSP LN FT Rigid Metal Conduit Per LF 1095 6-04.5 1 Interior Wood Framing $ $ KSP LUMP SUM Per LS 1096 7-01.5 200 Foundation Drain $ $ KSP LN FT Per LF 1097 7-05.5 35 Excavation for Drainage $ $ KSP CU YDS Gallery Per CY 1098 7-05.5 35 Drain Rock for Drainage $ $ KSP CU YDS Gallery Per CY 1099 7-05.5 20 Perforated Pipe for Drainage $ $ KSP LN FT Gallery Per LF 1100 7-05.5 230 Filter Fabric for Drainage $ $ KSP SQ YDS Gallery Per SY 1101 2-02.5 1 Removal of Underground $ $ KSP LUMP SUM Storage Tank Per LS 1265 8-12.5 2-90 50 Remove Chain Link Fence $ $ KSP LN FT Per LF 1270 8-12.5 q-59 350 Install New Chain Link Fence $ $ KSP LN FT Per LF Dvorak Barn Foundation &Framing/Lincoln 7 July 24, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1271 8-12.5 1 Double 20 Ft. Chain Link $ $ WSDOT EACH Gate Per EA 1340 8-01.5 1 Erosion/Water Pollution $10,000 $10,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 1341 8-01.5 1 Stabilized Construction $ $ WSDOT SQ YDS Entrance Per SY 1345 8-01.5 1 Seeding, Fertilizing, and $ $ KSP ACRE Mulching Per AC 1350 8-02.5 280 Topsoil, Type A $ $ KSP CU YDS Per CY 1351 1-10.5 40 Traffic Control Labor $ $ KSP HOURS Per HR 1352 1-10.5 32 Construction Signs Class A $ $ WSDOT SQ FT Per SF 1353 1-10.5 10 Traffic Control Supervisor $ $ KSP HOURS Per HR 1354 1-10.5 1 Temporary Traffic Control $ $ KSP LUMP SUM Devices Per LS 1355 1-04.4(1) 1 Minor Changes $10,000* $10,000 WSDOT CALC Per CALC *Common price to all bidders Dvorak Barn Foundation &Framing/Lincoln 8 July 24, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ 10% WA State Sales Tax $ Schedule I Total $ Dvorak Barn Foundation & Framing/Lincoln 9 July 24, 2019 Project Number: 09-3007.1 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing 'None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Dvorak Barn — Concrete Foundation and Interior Framing Project Number: 09-3007.1 Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Dvorak Barn Foundation &Framing/Lincoln 10 July 24, 2019 Project Number: 09-3007.1 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Project Name: Dvorak Barn — Concrete Foundation and Interior Framing Project Number: 09-3007.1 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: Signature of Bidder Date Dvorak Barn Foundation &Framing/Lincoln 11 July 24, 2019 Project Number: 09-3007.1 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Dvorak Barn Foundation & Framing/Lincoln 12 July 24, 2019 Project Number: 09-3007.1 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: NAME: ADDRESS: PRINCIPAL OFFICE: ADDRESS: PHONE: FAX: STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under Dvorak Barn Foundation &Framing/Lincoln 13 July 24, 2019 Project Number: 09-3007.1 control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a 'willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: Dvorak Barn Foundation &Framing/Lincoln 14 July 24, 2019 Project Number: 09-3007.1 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. Dvorak Barn Foundation &Framing/Lincoln 15 July 24, 2019 Project Number; 09-3007.1 S. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? Dvorak Barn Foundation &Framing/Lincoln 16 July 24, 2019 Project Number: 09-3007.1 7. SIGNATURE 7.1 Dated at this day of 12019. Name of Organization: By: Title: 7.2 , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of , 2019. Notary Public: My Commission Expires: Dvorak Barn Foundation &Framing/Lincoln 17 July 24, 2019 Project Number: 09-3007.1 BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(f)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (July 30, 2019), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). Bidder's Business Name Signature of Authorized Official* Printed Name Title Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Dvorak Barn Foundation &Framing/Lincoln 18 July 24, 2019 Project Number: 09-3007.1 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (July 30, 2019), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Bidder's Business Name Signature of Authorized Official* Printed Name Title Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Dvorak Barn Foundation &Framing/Lincoln 19 July 24, 2019 Project Number: 09-3007.1 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within forty (40) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: NAME OF BIDDER Signature of Authorized Representative (Print Name and Title) Address Dvorak Barn Foundation &Framing/Lincoln 20 July 24, 2019 Project Number: 09-3007.1 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, , as Principal, and , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Dvorak Barn — Concrete Foundation and Interior Framing/Project Number: 09-3007.1 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 2019. PRINCIPAL SURETY 20 Received return of deposit in the sum of $ Dvorak Barn Foundation &Framing/Lincoln 21 July 24, 2019 Project Number: 09-3007.1 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007.1 NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Dvorak Barn Foundation &Framing/Lincoln 22 July 24, 2019 Project Number: 09-3007.1 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicable] ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) j Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Dvorak Barn Foundation &Framing/Lincoln 23 July 24, 2019 Project Number: 09-3007.1 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director DATE: (title) (title) DATE APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department Dvorak Barn Foundation &Framing/Lincoln 24 July 24, 2019 Project Number: 09-3007.1 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signatureand address ................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ......................................:............❑ Unitprices are correct ................................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature ....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Complete and notarized ..............................................................❑ Statement that Bidder Has Not Been Disqualified ................................❑ Certification of Compliance with Wage Payment Statutes....................❑ ProposalSignature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form.................................................................❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Dvorak Barn Foundation &Framing/Lincoln 25 July 24, 2019 Project Number: 09-3007.1 0 s LUw O lL O �r •`. M as..a.0 "" CE a- Q x IL LLJ W _m Q z W �._ Nc� az UY _ Q Z o H q < a � z _ .4 Wh r `Y Zo LLJ Q � Of zg LLJ o O Oaz a_ �V € vz z o z g a zzao aa LLzz � oaz ..-„ ... cc > F LL 000NQZa 1 d'� r __J z I I w w w � a w w w cn z < LL r i�E3 2 O W W ~ S X J J 0 (C O _ r• N U h N (n W W W U li ti Er z c7 U U U cn (o a7 tp ai m 7 x�� 4 S L ZW¢ L U J ° r W W z o T Y Q F- a Z a 0 n O • z a u— CO W O QCOz a. 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If I fig �� gg ILI RE g s Ai � x sN sa Z € w W 0 v Z� it a� g r o r A = e� g J e U in Hill IN UIg 3 i g ng go iz IX o $e°ffi a g a - ami 12 rig IW oa g #� 1.101 Imo' `3 mk a � 3 $_ LLj a �V e I i ° � � �' �s sL8sA2 � � � x �Ja'� k m , � / CA i !§ff IL IL 0 §§ . / 22 � ® �■ ) /f t ■/ � � /| ■ °}� . «. • 2 | ! § !a , ---T7, !| : |. :\ CITY F KENT �' KING COUNTY, WASHINGTON ENT SPECIAL PROVISIONS FOR Uvorak Barn t;oncrete Foundation Interior Framing Pr 'ect Number: 09-3007. 1 BIDS ACCEPTED UNTIL BID OPENING `. July 3 , 2019 July 3 , 2€19 10:45 A.M. 11:00 A.M. - ` DELIVER TQ CITY OF DENT, CITY TALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. — PUBLIC WORKS DIRECTOR 47 KENT WAS HINGTON NA ` � 7fl �f�� - BIDDER'S NAME c-ty A(j� CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007. 1 BIDS ACCEPTED UNTIL BID OPENING July 30, 2019 July 30, 2019 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KEN T WAS H 1 NGTON ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Dvorak Barn Site Photos Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through July 30, 2019 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Dvorak Barn — Concrete Foundation and Interior Framing Project Number: 09-3007.1 The Historic Dvorak Barn was recently braced, lifted, and relocated to a new location by a house moving company, Nickel Bros. This concrete foundation and structural wood framing project will include all necessary steps to construct of a reinforced cement concrete foundation for the barn and to complete its interior structural wood framing. The barn footprint, which includes an attached lean-to structure, is roughly 50-feet wide and 45-feet long, and approximately 2300 SF in size. The barn is two stories tall and roughly 37-feet in height. As the barn is currently resting on steel beams and wood cribbing at its permanent location, the work will include excavation for the foundation, forming and pouring the foundation, attaching the barn to its foundation, and completion of the internal structural wood framing. All of this work will occur while working around the barn's steel beams and wood cribbing. Once the foundation is poured and cured around the barn, coordination with Nickel Bros. will be necessary for Nickel Bros to remove the wood cribbing, steel support beams, and other materials used in bracing the barn for its move. The project also includes site grading, hydroseed, a cyclone fence, and removal of an adjacent underground storage tank. The project site will be open for viewing by bidders on July 25, 2019 from 12:00 PM to 3:00 PM. The Engineer's estimate for this project is approximately $306,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Stephen Lincoln at 253-856-5552. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA.aov/doing- business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixt (60) days after the day of bid opening. Dated this 15Ih day of July, 2019. , BY: Kimberley A. o oto, City Clerk Published in Daily Journal of Commerce on July 16 and 23, 2019. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date to _tolq This statement relates to a proposed contract with the City of Kent named Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007.1 I am the undersigned bidder or prospective contractor. I represent that - 1. I ,have;L ( " ,have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NA OF BIDDER BY SIG ATURE/TI le W,4 fop RESS (Note to Bidders: The information required in this Compliance Statement is informational only) Dvorak Barn Foundation &Framing/Lincoln 1 July 24, 2019 Project Number: 09-3007.1 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. S. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: For: Title: � Date: Dvorak Barn Foundation &Framing/Lincoln 2 July 24, 2019 Project Number: 09-3007.1 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Dvorak Barn Foundation &Framing/Lincoln 3 July 24, 2019 Project Number: 09-3007.1 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that :. t£ la - has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Dvorak Barn — Concrete Foundation and Interior Framing/Project Number: 09-3007.1 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Dvorak Barn Foundation &Framing/Lincoln 5 3uly 24, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $'/_�/5-20.o c $ �/d✓ ZD, WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $aA 5,30,ot, $ WSDOT LUMP SUM Per LS 1065 2-03.5 40 Unsuitable Foundation $ J!®.00 $ 0A° WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 1,000 Gravel Borrow, Including $ ' • 00 $ �, ODD 00 KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 40 Crushed Surfacing Top $ 3.?, 00 $ ,// MO. 0 0 KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 120 Crushed Surfacing Base $ 3�• CO $ 3, l'yo , n o KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1086 2-12.5 800 Construction Geotextile for $ 4 ,011 $ co, 0 WSDOT SQ YDS Soil Stabilization Per SY 1090 6-02.5 F" 18 0 Cement Concrete Class 4000 $ 6 fO. lot-, $ WSDOT CU YDS Per CY 1091 6-02.5 6-,-200 St. Reinf. Bar for Footings and $ �' 0 a $ aD 0,0e, ©� WSDOT 10,000 Floor Slab Per LB LBS 1092 8-20.5 400 580 1 IN. DIAM. PVC Coated Rigid $ 3. 00 $ �� .y YD, o 0 KSP LN FT Metal Conduit Per LF Dvorak Barn Foundation &Framing/Lincoln 6 July 24, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 1093 8-20.5 20 2 IN. DIAM. PVC Coated $ -J- too $ /0©, D'0 KSP LN FT Rigid Metal Conduit Per LF 1095 6-04.5 1 Interior Wood Framing KSP LUMP SUM Per LS 1096 7-01.5 200 Foundation Drain $ 34, d© $ 61. KSP LN FT Per LF 1097 7-05.5 35 Excavation for Drainage $ y/.J 0 $ y,3-�t KSP CU YDS Gallery Per CY 1098 7-05.5 35 Drain Rock for Drainage $ 3 ✓° $ �1.5J. 0 KSP CU YDS Gallery Per CY 1099 7-05.5 20 Perforated Pipe for Drainage $��, D 0 $ L/y�, v° KSP LN FT Gallery Per LF 1100 7-05.5 230 Filter Fabric for Drainage $ -� . 00 $ Y&e� 00 KSP SQ YDS Gallery Per SY 1101 2-02.5 1 Removal of Underground $o /000,D° $ �V 000, 00 KSP LUMP SUM Storage Tank Per LS 1265 8-12.5 2-149 50 Remove Chain Link Fence $ V• ® o $ rw too KSP LN FT Per LF 1270 8-12.5 7-59 350 Install New Chain Link Fence $ J2 -0 () $ KSP LN FT Per LF Dvorak Barn Foundation &Framing/Lincoln 7 July 24, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1271 8-12.S 1 Double 20 Ft. Chain Link $ -4100- Do $ Oco •ocl WSDOT EACH Gate Per EA 1340 8-01.5 1 Erosion/Water Pollution $10,000 $10,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 1341 8-01.5 � 400 Stabilized Construction $ 'S 0 o $ �,,V pp o WSDOT SQ YDS Entrance Per SY 1345 8-01.5 1 Seeding, Fertilizing, and $ .53-0, oC) $ S b. 0 c.) KSP ACRE Mulching Per AC 1350 8-02.5 280 Topsoil, Type A $ -.Y- Oa $ KSP CU YDS Per CY 1351 1-10.5 40 Traffic Control Labor $ * ,0 $ ypLo, 0 c KSP HOURS Per HR 1352 1-10.5 32 Construction Signs Class A $ /©• 0 v $ 310, 0,0 WSDOT SQ FT Per SF 1353 1-10.5 10 Traffic Control Supervisor $ cad'.0,9 $ 'Pia D o KSP HOURS Per HR 1354 1-10.5 1 Temporary Traffic Control $ —9fsv0.''O $ �S-��} 0 KSP LUMP SUM Devices Per LS 1355 1-04.4(1) 1 Minor Changes $101000* $10,000 WSDOT CALC Per CALC *Common price to all bidders Dvorak Barn Foundation&Framing/Lincoln 8 July 25, 2019 Project Number: 09-3007.1 SCHEDULE I - CONCRETE FOUNDATION AND INTERIOR FRAMING ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT Sub Total $ 3a ` 0 0 10% WA State Sales Tax $ 3 0 Schedule I Total $ 5� r a z Dvorak Barn Foundation &Framing/Lincoln 9 July 24, 2019 Project Number: 09-3007.1 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Dvorak Barn — Concrete Foundation and Interior Framing Project Number: 09-3007.1 Subcontractor Name /)-J�&.e— Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE ,r Dvorak Barn Foundation &Framing/Lincoln `i 10 July 24, 2019 Project Number: 09-3007.1 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: � Project Name: Dvorak Barn — Concrete Foundation and Interior Framing Project Number: 09-3007.1 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: /��/� Plumbing Subcontractor Name: Electrical Subcontractor Name: All nature of BI Date Dvorak Barn Foundation &Framing/Lincoln 11 July 24, 2019 Project Number: 09-3007.1 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Dvorak Barn Foundation &Framing/Lincoln 12 July 24, 2019 Project Number: 09-3007.1 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: E 7 NAME: ' ! ADDRESS: el S PRINCIPAL OFFICE: ADDRESS: Y.S'�C✓ -S• `Z F% � S PHONE: FAX: yvy— l ✓� STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. l 9- 7 Z 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under Dvorak Barn Foundation &Framing/Lincoln 13 July 24, 2019 Project Number: 09-3007.1 control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? tloe Z•-S 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 400 2.3.2 State of incorporation: 10c,:5,44"q,_ n" 2.3.3 President's name: _T d t. 2.3.4 Vice-president's namesjy��o.- !,uxiL3a� 2.3.5 Secretary's name: 2' v,- 2.3.6 Treasurer's name: . 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: Dvorak Barn Foundation &Framing/Lincoln 14 July 24, 2019 Project Number: 09-3007.1 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally oulalified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. �'�-- 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? '� 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? .'lam 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) u7 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.S On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. Dvorak Barn Foundation &Framing/Lincoln 15 July 24, 2019 Project Number: 09-3007.1 S. REFERENCES 5.1 Trade References: /6! 5.2 Bank References: u ro�v a ,iS 3 - �ZD — 9' 5.3 S u rety: 5.3.1 Name of bonding company:/l/n►^ h Y- 5.3.2 Name and address of agent: �/ S-T 6. FINANCING 6e% '�H S7` e7' �u'f l�oo 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? Dvorak Barn Foundation &Framing/Lincoln 16 July 24, 2019 Project Number: 09-3007.1 7. SIGNATURE 7.1 Dated at this i— day of , 2019. Name of Organization: S Z'q4WZ r '. By: 7.2 �� , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of , 2019. a Notary Public: `y P P M IKF4 lll� My Commission Expires: 01 ssionr !,,� T A i / � sv •• . .. m: i Ws S S i 7 �i, Dvorak Barn Foundation &Framing/Lincoln 17 July 24, 2019 Project Number: 09-3007.1 Department of Labor and Industries SERPANOK CONSTRUCTION INC PO Box 44450 Olympia,WA 98504-4450 Reg: CC SERPACI984QO UBI: 602-249-712 Registered as provided by Law as: Construction Contractor (CC01) -GENERAL 167 SERPANOK CONSTRUCTION INC Effective Date: 11/20/2002 4519 SO ORCHARD Expiration Date: 12/1/2020 TACOMA WA 98466 �5_TATe MASTER LICENSE SERVICE Ff. WA 98507-9034• 360 664-1400 PO Box 9034 Olympta, ( ) REGISTRATIONS AND LICENSES STATE OF WASt-ItNGTON _ -_ _ _ _ Unifies' Business ID #: 602 249 712 Domestic Profit Corporation Business ID #: 1 Location: 2 i i SERPANOK CONSTRUCTION, INC. SERPANOK CONSTRUCTION ; 4519 S ORCHARD ST TACOMA WA 98466 6621 ? i i I TAX REGISTRATION � i I 4 I� 1. - I , } 1 jl 1 IQ The licensee named above has been issued the business registrations or licenses listed.By accepting this document the licensee certifies the information . ry provided on the application for these licenses was complete,true,and accurate to the best of his or her knowledge, and that business will be conducted in --- compliance with all applicable Washington state,county,and city regulations. Director,Department of Licensing Home Fspaiiol Contact Search L&I A-Z Index Help My L&I Safety&Health Claims&Insurance Workplace Rights Trades&Licensing Washington State Department of 41-abor & Industries SERPANOK CONSTRUCTION INC Owner,or tradesperson 4519 SO ORCHARD Principals TACOMA,WA 98466 1332 KUNITSA,IGOR,PRESIDENT PIERCE County PIERCE County Doing business as SERPANOK CONSTRUCTION INC WA UBI No. Business type 602 249 712 Corporation Certifications & Endorsements License Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 965,104-02 Doing business as SERPANOK CONSTRUCTION INC Estimated workers reported Quarter 1 of Year 2019"11 to 20 Workers" L&I account contact TO I KRISTINE HATHAWAY(360)902-4811-Email:HATK235@ini.wa.gov Public Works Requirements / e Verify the contractor is eligible to perform work on public works projects. Required Training-Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve �j SERPANOK CONSTRUCTION, INC. 4519 South Orchard Street Tacoma, WA 98466 253-573-1332 I, Igor Kunitsa, by signing this statement, declare that Serpanok Construction, Inc., including any subsidiary companies, are not and have not been in the past three years disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 1 also certify that, within the three-year period immediately preceding the bid date, Serpanok Construction, Inc. is not a "willful"violator, as defined in RCW 49.48.082, of any provisions of chapters 49.46,49.48,or 49.52. Igor Kunitsa, President BUSINESS INFORMATION Business Name: SERPANOK CONSTRUCTION,INC. UBI Number: 602 249 712 Business Type: WA PROFIT CORPORATION Business Status: ACTIVE Principal Office Street Address: 4519 SOUTH OECHARD STREET,TACOMA,WA,98466, UNITED STATES Principal Office Mailing Address: Expiration Date: 11/30/2019 Jurisdiction: UNITED STATES,WASHINGTON Formation/Registration Date: 11/19/2002 Period of Duration: PERPETUAL Inactive Date: Nature of Business: CONSTRUCTION REGISTERED AGENT INFORMATION Registered Agent Name: ALAN BORNSTEIN Street Address: 801 SECOND AVE STE 1000, SEATTLE,WA,98104-0000,UNITED STATES Mailing Address: 801 SECOND AVE STE 1000, SEATTLE,WA,98104-0000,UNITED STATES GOVERNORS Title Governors Type Entity Name First Name Last Name GOVERNOR INDIVIDUAL IGOR KUNITSA 4.2.3 Serpanok Construction, Inc. requested an arbitration due to owner's breach of the contract and refusal to make full and complete payment to Serpanok Construction, Inc. for performed work. a) 4a m C 0 m am rn m ++ r-I r-I � 0 Gl 01 O� 00 � O. E O CL N r C1 E 000 000 OOi ON O V 0 O O O O O O O O O O O O O O O O O O O O O O O O +- O O v O O CLJ N V l0 N W Q -0 L \^ L {n Q —_ N i m Q H U x m L z z uv O `^ L 4! CL U U � O > N L •� txo Q v V V1 ° " J J a1 T 4-0 L (n L .O 3 0 v u i tko H z C O a a > W -a M > 4; 3 a = + f° O m w = o o O V) a� E v 0 L Q E Q Q _Q W Y dA O f6 � 0 3 m a i^ E Ln cu U U CL z � M Z 0 U 0 d Ln � *' v,It .0 m Ln _m CL m v a w c-, > V �t t O O oOi O & ei a—i ri 3 -a a E u L L yO.. O - I L. a � O a m G � a`•1 N � O r-I ri a-i Q. E U O O O O O O O O O O O O O O O O O O O O = O N lfl Q1 OM fA l0 ri E ri N ri AA- v O O N O OL 00 mo C7 i O in C Q M ao °' d0 E C in O w O a v i V j Q co U U CB c.� M L VA, Y W m Q E 1 Ln C = O c _ 0 H n v E y 3 E � Q CJ O ° 3 a O o o c d Q V Q L L LL L = N 0 Ol NE to ,m •` E fLC l0 fC v Q v L U L C L. L a � a� ai 06 c U m E c in N E C Z Q N O w u ri o 0) m 4 aL = = av �v 4.6 Key Personnel Igor Kunitsa, Project Manager, 30 years in construction Sergey Kunitsa, Superintendent, 33 years in construction Ivan Kirilchuk, Foreman, 15 years in construction Paul Kunitsa,Safety Manager, 3 years in construction 4.7 Major Equipment Mack Straight Truck Ford Straight Truck John Deere 690 Excavator John Deere 135C Excavator 5.1 Trade References Addisin Construction Supply PO BOX 9066 Tacoma, WA 98490 253 474-0711 CalPortland PO BOX 3601 Seattle, WA 98124-3601 626-852-6260 Post Tension Cables, Inc. 10127 9th Ave. West Everett, WA 98204 425-745-1304 Holroyd Company, Inc. PO BOX 39009 Lakewood, WA 98496-3009 253-474-0725 BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(f)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (July 30, 2019), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). Bidd r; B Signat re of uthorized Official* 1�'� Pffnted Name Title Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Dvorak Barn Foundation&Framing/Lincoln 18 July 24, 2019 Project Number: 09-3007.1 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (July 30, 2019), the bidder is not a ""willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. c72 Bidd is Busine rgre uthorized Official* /L—'C� Prl ted NamDe Title Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Dvorak Barn Foundation &Framing/Lincoln 19 July 24, 2019 Project Number: 09-3007.1 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within forty (40) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s �_, Z , to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: A�r— . 02 O/ NAMe OF Si ure of Authorized Representative (Print Name and Title) �f ', Address Dvorak Barn Foundation &Framing/Lincoln 20 July 24, 2019 Project Number: 09-3007.1 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we Serpanok Construction, Inc. as Principal, and North American Specialty Insurance Company , as Surety, are held and firmly Five Percent (5%)of the bound unto the CITY OF KENT, as Obligee, in the penal sum of Total Amount Bid-------- Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Dvorak Barn — Concrete Foundation and Interior Framing/Project Number: 09-3007.1 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS _26th DAY OF July 2019 Serpanok Construction I By: PRINCIPAJ_ North American Specialty Insurance Company SURETY Holly E. Ulfers, Attorney-in-Fact 20 Received return of deposit in the sum of $ Dvorak Barn Foundation &Framing/Lincoln 21 July 24, 2019 Project Number: 09-3007.1 SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Kansas City,Missouri,and Washington Intemational Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Kansas City,Missouri,each does hereby make,constitute and appoint: KATHLEEN M.MITCHELL,SCOTT C.ALDERMAN,TIMOTHY S.BUHITE.DEBBIE LINDSTROM,JOHN DRUMMEY,JR.,PEGGY A.FIRTH,JAMIE STROH, BRANDI HEINBAUGH,ROXANA PALACIOS,SANDRA STEWART,HOLLY E.ULFERS AND KATIE SNIDER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount o£ FIFTY MILLION($50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington Intemational Insurance Company at meetings duly called and held on the 9`h of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." 111 11. \\��Q0cipurY�, 4// M1n'�aiNlallbbq _40 PO.. G a*V j* a 5 GOP �r'•. _ l4Q {iF0/s� F;�� o G •• 2. $ SEAL i O' Steven P.Anderson,Senior Vice President of Washington International Insurance Company 1 G SEAL T ag aZmn 1973 et�,cn^ &Senior Vice President of North American Specialty Insurance Company 0? ;m 6,••,z ,��,:O to: Fri fill % By Michael A.Ito,3emor Ice reams di—en owaslungton international Insurance ompany &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington Intemational Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 10 day of JANUARY 2019 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 10 day of JANUARY ,2019 ,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington Intemational Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A.Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL 5EAL W KENNY Notary Public-State of Illinois - '_ My Commission Expires M.Kenny,Notary Public' 1?10412021 I, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington Intemational Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 26th day Jooff J-uly�,��� ,20 19 . Jeffrey Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company&North American Specialty lnsummce Company CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Dvorak Barn - Concrete Foundation and Interior Framing Project Number: 09-3007.1 NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Dvorak Barn Foundation &Framing/Lincoln 22 July 24, 2019 Project Number: 09-3007.1 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicable ORIGINAL CONTRACT DATE: (Insert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Dvorak Barn Foundation &Framing/Lincoln 23 July 24, 2019 Project Number: 09-3007.1 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department Dvorak Barn Foundation &Framing/Lincoln 24 July 24, 2019 Project Number: 09-3007.1 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................L� Order of Contents................................................................................. Invitationto Bid...................................................................................19' Contractor Compliance Statement........................................................121 Date............................................................................................El Have/have not participated acknowledgment.............................Q Signatureand address................................................................E;3 Declaration - City of Kent Equal Employment Opportunity Policy ........5l Dateand signature .....................................................................El Administrative Policy...........................................................................2 Proposal...............................................................................................El First line of proposal - filled in ...................................................21 Unitprices are correct ................................................................ Subcontractor List (contracts over $100K) ..........................................El Subcontractors listed properly....................................................0 Signature.................................................................................... Subcontractor List (contracts over $1 million).....................................12 Subcontractors listed properly.................................................... 10 Dateand signature .....................................................................1 Contractor's Qualification Statement...................................................Q Completeand notarized..............................................................0 Statement that Bidder Has Not Been Disqualified ................................st Certification of Compliance with Wage Payment Statutes....................® ProposalSignature Page......................................................................®' AllAddenda acknowledged .........................................................� Date, signature and address ....................................................... BidBond Form .....................................................................................1!9 Signature, sealed and dated .......................................................El Power of Attorney.......................................................................15 (Amount of bid bond shall equal S% of the total bid amount) CombinedDeclaration Form................................................................. Signature....................................................................................)� ChangeOrder Form..............................................................................IB" Bidder's Checklist ................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Dvorak Barn Foundation &Framing/Lincoln 25 July 24, 2019 Project Number: 09-3007.1 .� PAVMFRIT ANt1 PFRFnRM©IUCF ianiun T TO CITY OF KENT IV-11101°1 Bond#SUR2280137 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Serpanok Construction, Inc. as Principal, and North American Specialty Insurance Company a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 355,597.00---------- , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Dvorak Barn — Concrete Foundation and Interior Framing/Project Number: 09-3007.1 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Dvorak Barn Foundation & Framing/Lincoln 25 July 15, 2019 Project Number: 09-3007.1 TWO WITNESSES: Serpanok Construction, Inc. PRINCIPAL (enter r a eabove) BY: T I TL E O DATE: o�/�' DATE: On : CORPORATE SEAL: � ; q`? • �'' r-� PRINT NAME DATE: Xd_ �`�d9 North American Specialty Insurance C SURETY ] - CORPORATE SEAL: BY: �* Holly E. Ulfers ; +x DATE: August 13, 2019 ^� . 3�♦ ti ,ir a 7• .► . TITLE: Attorney-in-Fact ADDRESS: 1420 5th Avenue,#2200 Seattle. WA 98101 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Zeci- !"�-444zu�y� Who signed the said bond on behalf of the Principal of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRE ASSISTANT SECR ETARY Dvorak Barn Foundation & Framing/Lincoln 26 July 15, 2019 Project Number: 09-3007.1 SWISS RE CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Kansas City,Missouri,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Kansas City,Missouri,each does hereby make,constitute and appoint: KATHLEEN M.MITCHELL,SCOTT C.ALDERMAN,TIMOTHY S.WHITE.DEBBLE LINDSTROM,JOHN DRUMMEY,JR.,PEGGY A.FIRTH,JAMIE STROH, BRANDI HEINBAUGH,ROXANA PALACIOS,SANDRA STEWART,HOLLY E.ULFERS AND KATIE SNIDER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION($50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9th of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." �oloulumlm��, ��`yQ FtPOfj� G l a`.q,NP IG... �v aa,�� R; _ By oa FQa•RPM is =r?:'Ga R1T:Gp SEAL .O= Steven P.Anderson,Senior Vice President of Washington International Insurance Company SEAL F••Ty sac:2 1973 `"_ 2? •o`s ZI:ut i�y ru q &Senior Vice President of North American Specialty Insurance Company a O: 0,4 Npres� ': Michael A.IItto 3en or ce resident�gton International Insurance ompany �� Mu1u}ioWnt��p� &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 10 day of JANUARY 2019 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 10 day of JANUARY ,20_L9,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A.Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL A.ISENNY - ,, Notary Public-Statc of lllloois MyC mmission 11 200 4120 21 puts M.Kenny,Notary Public I, Jeffrey Goldberg , the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy pf a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which is still ifrfull force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 13th day o€ . August 20 19 . Jeffrey Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company&North American Specialty Insurance Company CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and A dx� '9 organized under the laws of the State o � h-� located and doing business at 4'f/.1 S. PT64a YweS7 Tate,A � c,.,,,4 ,9d'YG,C ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in �- the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment �- for: Dvorak Barn — Concrete Foundation and Interior Framing/Project Number: 09-3007.1 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including �- all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2018 WSDOT Standard Specifications including the latest amendments issued Now by WSDOT as of the date of bid opening. Unless otherwise directed by the City, �. work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within forty (40) working days. The Contractor shall provide and bear all expense of all equipment, work, and N%„ labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Dvorak Barn Foundation & Framing/Lincoln 27 July 15, 2019 Project Number: 09-3007.1 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, �. injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. L.. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competentjurisdiction determine that this contract is subject to RCW 4.24,115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. �. The provisions of this section shall survive the expiration or termination of this contract. `.. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and �.. at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the �.. amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as �., amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, `w including utilization of the "one call" locator service before commencing any excavation activities. Dvorak Barn Foundation & Framing/Lincoln 28 July 15, 2019 Project Number: 09-3007.1 CITY OF KENT ` BY:Dan DANA RALPH, M Y R 11 DATE: I 7A -- ATTE T. KIMBERLEY A. 70TO, CITY RK AP ROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PR I N E: 'u!cr�'ei3-a'd TITLE: A45tij, %-el DATE: `. Dvorak Barn Foundation & Framing/Lincoln 29 July 15, 2019 Project Number: 09-3007.1 EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. `. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Dvorak Barn Foundation & Framing/Lincoln 30 July 15, 2019 Project Number: 09-3007.1 EXH I B I T A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. C• Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. ~' 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. +- 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E• Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Dvorak Barn Foundation & Framing/Lincoln 31 Project Number: 09-3007.1 July 15, 2019 EXH I B I T A (Continued) F. Acceptability of insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VI I. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Dvorak Barn Foundation & Framing/Lincoln 32 July 15, 2019 Project Number: 09-3007.1 AC OO (MM/DD/YYYY) F ATE lai.i CERTIFICATE OF LIABILITY INSURANCE 8/19/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME: Dan Welch TRU Welch Wiita Inc A/CNNo Ext: (253)382-2121 (A/C,nIp). (800)496-6054 dba:W Insurance Group ADDRESS: dan@)w-ins.com 1007 Pacific Avenue INSURERS)AFFORDING COVERAGE NAIL f Tacoma WA 98402 INSURER A: Ohio Security Insurance Company 24082 INSURED INSURER B: The Ohio Casualty Insurance Company 24074 Seipanok Construction Inc INSURER C: 4519 S ORCHARD ST INSURER D: INSURER E: TACOMA WA 98466 INSURER F: COVERAGES CERTIFICATE NUMBER: 11162018DWE REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVO POLICY NUMBER (MM/DDNYYY) (MM/DDNYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR PR EMISES(Eaocourrence) $ 1,000,000 MED EXP(Any one person) $ 15,000 A Y Y BKS58354371 11/17/2019 11/17/2019 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY ®PE" LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY (Ea accident) $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A AUTOS ONLY AUTOS OWNED SCHEDULED Y Y BAS58354371 11/17/2018 11;17/2019 BODILY INJURY(Per accident) $ HIRED �ypp NON-OVvNED AUTOS ONLY 9s AUTOS ONLY (Per accidentl I $ UMBRELLA LAB IOCCUR EACH OCCURRENCE $ 2,000,000 B EXCESS LIAB CLAIMS-MADE US058354371 11/17/2018 11;17/2019 AGGREGATE $ 2,000,000 DED I )C RETENTION$ 10,000 $ WORKERS COMPENSATION TUTE Ja.X ER - ND EMPLOYERS'LIABILITY y/N STA ANY PROPRIETOR/PARTNER/EXECUTIVE E L.EACH ACCIDENT $ 1,000,000 A oFFICER/MEMBEREXCLUDED? ❑Y If yes,describe under N/A BKS58354371 11/17/2018 11/17/2019 (Mandatory in E.L.DISEASE-EA EMPLOYEE $ 1,000,000 und DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 2,000,000 A INSTALLATION FLOATER BKS58354371 06/24/2019 11/17/2019 150,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) City of Kent is named as Additional Insured,but only if required by written contract or written agreement or permit,per Commercial General Liability Extension provision CG 88 10 04 13 and CG 85 83 04 13. Coverage is primary and non-contributory and Waiver of Subrogation does apply. Commercial Auto endorsement AC 85 01 06 18 applies. Re: Project No: 09-3007.1,Dvorak Bam-Concrete Foundation and Interior Framing CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Kent ACCORDANCE WITH THE POLICY PROVISIONS. Public Works Department AUTHORIZED +.,REPRESENTATIVE 400 W Gowe Kent WA 98032 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Coverage Is Provided In: Po li Number: Llberty Ohio Security Insurance Company BKS19) 58 35 43 71 Mutual. Policy Period: iNsuRaNce From 11/17/2018 To 11/17/2019 12:01 am Standard Time at Insured Mailing Location Common Policy Declarations Named Insured Agent SERPANOK CONSTRUCTION INC (253) 382-2100 4519 S ORCHARD ST W INSURANCE GROUP TACOMA, WA 98466 1007 PACIFIC AVE STE 1400 TACOMA, WA 99402-4403 POLICY FORMS AND ENDORSEMENTS - CONTINUED ---- This section lists all of the Forms and Endorsements for your policy. Refer to these documents as, needed for detailed information concerning your coverage. FORM NUMBER TITLE CG 85 83 04 13 Blanket Additional Insured Contractors - Products - Completed Operations e� CG 88 1004 13 Commercial General Liability Extension MOM= CG 88.65 12 08 Voluntary Property Damage Extension CG 88 67 12 08 Property Damage - Borrowed Equipment - $100,000 Limit CG 88 70 12 08 Construction Project(s)General Aggregate Limit (Per Project) CG 88 72 12 08 Off Premises Property Damage Including Care, Custody or Control CG 88 77 12 08 Medical Expense At Your Request Endorsement CG 88 80 12 08 Property Damage - Customers' Goods ($100,000 Limit) CG 89 27 10 09 Washington Exclusion - Asbestos CL O1 03 03 10 Common Policy Conditions - Washington CL 07 00 10 06 Virus or Bacteria Exclusion CM 88 04 02 15 Property Floater Coverage Form CM 88 13 07 10 Property Floater Coverage Form CP 00 10 10 12 Building and Personal Property Coverage Form CP 00 90 07 88 Commercial Property Conditions CP 01 26 10 12 Washington Changes CP 01 40 07 06 Exclusion of Loss Due to Virus or Bacteria CP 01 60 12 98 Washington Changes - Domestic Abuse CP O1 79 10 12 Washington Changes - Excluded Causes of Loss CP 1030 10 12 Causes of Loss - Special Form CP 88 04 03 10 Removal Permit CP 88 44 02 15 Equipment Breakdown Coverage Endorsement CP 90 59 12 12 Identity Theft Administrative Services and Expense Coverage CP 91 42 01 15 Custom Protector Plus Endorsement To report a claim, call your Agent or 1-800-362-0000 DS 70 21 11 16 1RAR Gi71tA 471 unarm en a..r ..-..-__.._ Coverage Is Provided In: Policy Number: Wk Mutual Liberty Ohio Security Insurance Company BKS(19) 58 35 43 71 . INSURANCE Policy Period: From 11/17/2018 To 11/17/2019 12:01 am Standard Time at Insured Mailing Location Common Policy Declarations Named Insured Agent SERPANOK CONSTRUCTION INC (253) 382-2100 4519 S ORCHARD ST W INSURANCE GROUP TACOMA, WA 98466 1007 PACIFIC AVE STE 1400 TACOMA, WA 98402-4403 POLICY FORMS AND ENDORSEMENTS - CONTINUED This section lists all of the Forms and Endorsements for your policy. Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE CP 92 00 05 17 Tentative Rate IL 01 23 11 13 Washington Changes - Defense Costs IL 01 46 08 10 Washington Common Policy Conditions IL 01 98 09 08 Nuclear Energy Liability Exclusion Endorsement (Broad Form) IL 09 35 07 02 Exclusion of Certain Computer-Related Losses IL 09 52 01 15 Cap On Losses From Certified Acts Of Terrorism IM 20 97 04 04 Amendatory Endorsement - Washington To report a claim, call your Agent or 1-800-362-0000 DS 70 21 11 16 11/i6/18 58354371 N0306168 235 NCXFPPNO INSURED COPY 002837 PAGE 18 OF 168 Coverage Is Provided In: Policy Number: Liberty Ohio Security Insurance Company BAS (19) 58 35 43 71 Mutual. Policy Period: INSURANCE From 11/17/2018 To 11/17/2019 12:01 am Standard Time at Insured Mailing Location Common Policy Declarations Named Insured Agent SERPANOK CONSTRUCTION INC (253) 382-2100 4519 S ORCHARD ST W INSURANCE GROUP TACOMA, WA 98466 1007 PACIFIC AVE STE 1400 TACOMA, WA 98402-4403 POLICY FORMS AND ENDORSEMENTS This section lists all the Forms and Endorsements for your policy. Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE STATE(S)Applicable AC 00 31 01 14 Changes In Your Policy WA AC 01 15 08 17 Washington Changes WA AC 84 59 06 14 State Application Of Terrorism Exclusion Endorsements Involving Nuclear, WA Biological Or Chemical Terrorism AC 85 01 06 18 Business Auto Coverage Enhancement Endorsement WA CA 00 01 03 06 Business Auto Coverage Form WA CA 21 34 01 08 Washington Underinsured Motorists Coverage WA CA 23 45 11 16 Public or Livery Passenger Conveyance and On - Demand Delivery Services WA Exclusion CA 23 85 01 06 Exclusion of Terrorism Involving Nuclear, Biological or Chemical Terrorism WA CA 23 87 01 06 Exclusion of Terrorism Involving Nuclear, Biological or Chemical Terrorism Above WA Minimum Statutory Limits CA 23 89 01 06 Alaska Exclusion of Terrorism Involving Nuclear, Biological or Chemical WA Terrorism Above Minimum Statutory Limits CA 23 93 01 06 Washington Exclusion of Terrorism Involving Nuclear, Biological or Chemical WA Terrorism In witness whereof, we have caused this policy to be signed by our authorized officers. Mark Touhey Paul Condrin Secretary President To report a claim, call your Agent or 1-800-362-0000 DS 70 21 11 16 11/16/18 583W71 N0306168 235 NCXFPPNO INSURED COPY 002621 PAGE 14 OF 74 COMMERCIAL GENERAL LIABILITY CG88100413 THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY, COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL.LIABILITY COVERAGE PART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY-ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS -COVERAGES A AND B 3 ADDITIONAL INSUREDS BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY- ADDITIONAL INSURED EXTENSION 5 ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" 6 WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORSIMALPRACTICE AND WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES 6 NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE,CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy .apply unless. modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability, exclusion g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; �— 3, The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot and 4. It is not being used to carry persons or property for a charge: However, the insurance afforded by this provision does not apply if there is available. to the insured other i valid and collectible .insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would. also apply to the loss covered under this provision. B, NON-OWNED WATERCRAFT a Under Paragraph 2. Exclusions of Section I-Coverage A-Bodily Injury And Property Damage. Liability, $ Subparagraph (2).of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY -ELEVATORS 1. Under. Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liabil- Ity, Subparagraphs (3), (4) and (6) of exclusion J. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations_ 2, The following is added to Section IV - Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph :b. Excess insurance: The insurance afforded by:this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is,not otherwise excluded from this Coverage Part: 1. Under .Paragraph 2. Exclusions of Section I-Coverage A Bodily Injury and Prop":Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the follow- ing: Paragraphs (1), (3) and (4) of this exclusion do not'apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (1) Premises rented to you for a period of 7 or fewer consecutive days; or (Il) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to contents of premises rented to you for a.period of 7or fewer consecutive days. A separate limit of insurance applies to this: coverage as described in Section III Limits of insurance. © 2013Liberty Mutual insurance CG 88 10 04 13 includes copyrighted material oftnsura ride Services office,Inc.,with its permission. Page 2 of 8 .b. The last paragraph of subsection 2. Exclusions is replaced by the following:. Exclusions c: through n. do not apply to damage by fire, lightning, explosion, 'smoke or leakage from automatic fire protection :systems to premises, while rented to you or temporarily occupied, by you with .permission of the owner. A separate limit of insurance applies to Damage To. Premises Rented To You as described in Section III -Limits Of Insurance. 2. Paragraph .6. under Section 111 -.Limits Of insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage" to: a.. Any one premise: (1) While rented to you; or (2) While rented .to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection sys, tems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) -.Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to.contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If. Coverage G Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section 1-Coverage C- Medical Payments, Subparagraph (b)of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS -COVERAGES A AND B 1. Under Supplementary Payments -Coverages A and 8, Paragraph 1.1b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2; Paragraph 1.d. is replaced by the following: d, All reasonable expenses incurred .by the insured at our request to assist us in the investigation. or defense of the claim or "suit, including actual loss of earnings up to $600 a day because of time off from work. G. ADDITIONAL INSUREDS -BY CONTRACT; AGREEMENT OR PERMIT 1. Paragraph 2. under Section II -Who Is An Insured is amended to include as an. insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury" or "property damage" occurs, or the "per- sonal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or ® 2013 Liberty Mutual Insurance CG 88 10 04 13 Ind udes copyrighted material oftnsura rice Services office,Inc.,wi'thits permission. Page 3 of 8 b. Premises or facilities rented by you or used by you, or e. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to ",bodily injury", "property damage", or "personal, and ad- vertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or "property damage" included within the "completed operations hazard (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, ;construction, erection, ;or removal of advertising Y �® signs, awnings, canopies, cellar entrances, coal. holes, driveways, manholes, marquees, " hoist away openings, sidewalk vaults, street banners,. or decorations and similar expo- sures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted. by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insur- ance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service; maintenance or repairs) to be performed by or on behalf of the additional insureds) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been out to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or:organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any "occurrence" which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b.. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV - Commercial General Liability Condi- tions. 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office.Inc.,with its permission. Page 4 of 8 2. Wth respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I-.Coverage A-Bodily Injury And,Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or"property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or"property damage" occurs. C. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinionsi reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by .that insured, if the "occur- rence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury",. involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury" or"property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such.work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the .additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury. or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing. operations for a principal. as a.part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing, operations by a separate ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS endorsement is- sued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III -Lim Its Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the. Declaratio ns. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4, Other Insurance of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amend- ed as follows: a. The following is added to..Paragraph a. Primary. Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek Contribution from the additional insured's policy for damages we cover. © 2013 Liberty Mutual Insurance CG 88 10 04 13 1 no]udescapyrighted material of Insurance Services Office,Inc.,with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement,. or permit issued by a.state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this .insurance is excess over .any other insurance for which the addi- tional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this. insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as,an additional insured on other policies. 1. ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who quatifies .as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit; 1151111011 An additional insured under this endorsement will as soon as practicable: a. Give written notice of an"occurrence" or an offense that may result in a claim or"suit" under this insurance to us; b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have �—� insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until We receive written notice of a"suit' by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this: policy and defined in Section III Limits of Insurance. of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance .available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section 11 -Who Is An Insured is replaced with the following: (1) "Bodily injury" or"personal and advertising injury': (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a qo"employee" while in the course of his or her employ- ment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee" or "volunteer worker as.a consequence. of Paragraph (1) (a) above; (c) For which there is any obligation. to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or(b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing profes- sional, health care personnel to others, or if coverage for providing professional health care ser- vices is not otherwise excluded by separate endorsement, this provision (Paragraph (d))does not apply. Paragraphs (a) and (b) above do not apply .to "bodily injury" or "personal and advertising injury" caused by an "employee" who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's" job responsibilities assigned .by you, includes the direct supervision of other "employ- ees' of yours. However, none of these "employees" are insureds for "bodily injury" or "personal and ® 2013 Liberty Mutual Insurance CG$8 10.04 13 Includes copyrighted material of Insurance Services office,Inc.,with its permission. Page 6 of,8 advertising injury" arising out of their willful conduct, which is defined as:.the purposeful or willful intent to cause "bodily injury" or "personal and advertising injury", or caused in whole or in part by their intoxica- tion by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K, NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES. Paragraph 3.of Section II-Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However:. a. Coverage under this provision is afforded only until the. expiration of the policy, period in which the entity was acquired or formed by you; b. Coverage. A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership; joint venture or limited liability company that is not shown as a Named Insured in the Declarations. or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV - Commercial General Liability Conditions, the following is added to Condition S..Repre- sentations: Your failure to disclose all hazards or prior "occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior "occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE., OFFENSE,CLAIM OR SUIT Under Section IV - Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an 'occurrence offense, claim or "suit" by an agent, servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an insured. listed under Paragraph 1. of Section II -Who Is An Insured or a person who has been designated by them to receive reports of "occurrences"; offenses, claims or "suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement. to provide more coverage without. additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V Definitions, Definition 3, is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This. includes mental anguish, mental injury; shock, fright or death that results from such physical injury., sick- ness or disease. ® 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 7 of:8 P, EXTENDED PROPERTYDAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or intended Injury "Bodily, injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Q, WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - WHEN REQUIRED IN A t CONTRACT OR AGREEMENT WITH YOU r� Under Section IV - Commercial General Liability Conditions, the following is added to Condition 8. Trans- fer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of 1 Y 9 9 your ongoing operations or "your work" done under a contract with that person or organization and included in the "products-completed operations hazard" provided: B_ 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agree- ment. 15 2013 y Mutual Insurance CG 88 10 04 13 Includes copyrighted material of insure ce Services office,Inc..with its permission. Page 8 of 8 COMMERCIAL GENERAL LIABILITY CG85830413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED CONTRACTORS - PRODUCTS/COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2, under Section 11 - Who Is An Insured is amended to include as an insured any person or On organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for "bodily injury" or "property damage": 1. Caused by "your work" performed for that additional insured that is the subject of the written contract or written agreement; and 2. Included in the "products-completed operations hazard". However: a) The insurance afforded to such additional insured only applies to the extent permitted by law; and b) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit under Section IV -Commercial General Liability Conditions. B. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I-Coverage A-Bodily Injury And Property Damage Liability: This insurance does not apply to: 1. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or "property damage" occurs. 2. "Bodily injury" or "property damage" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failure to prepare or approve, maps, shop drawings. opinions, reports, surveys, field orders, change orders or drawing and specifications; and b. Supervisory, inspection, architectural or engineering activities. '`` 2013Liberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission , Page 1 of 2 C. With respect to the insurance afforded by this endorsement, exclusion 1. Damage To Your Work of Paragraph 2. Exclusions under Section 1 - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: I. Damage To Your Work "Property damage" to "your work" arising out of it or any part of it and included in the "products- completed operations hazard". D. With respect to the insurance afforded to these additional insureds, the following is added to Section 11 - Limits of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. E. With respect to the insurance afforded by this endorsement, Section IV -Commercial General Liability Conditions is amended as follows: 1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under this insurance to us; b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit' by the additional insured. 2. Paragraph 4. of Section €V -Commercial General Liability Conditions is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over anv other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insur- ance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. 0 20131-iberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services office,Inc.,with its permission Page 2 of 2 POLICY NUMBER: BAS58354371 COMMERCIAL AUTO AC 85 01 0618 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. If the policy to which this endorsement is attached also contains a Business Auto Coverage Enhancement Endorsement with a specific state named in the title, this endorsement does not apply to vehicles garaged in that specified state. COVERAGEINDEX SUBJECT PROVISION NUMBER ACCIDENTAL AIRBAG DEPLOYMENT 13 ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT 4 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 21 AMENDED FELLOW EMPLOYEE EXCLUSION 6 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 15 BODILY INJURY REDEFINED 25 EMPLOYEES AS INSUREDS (Including Employee Hired Auto) 3 EXTRA EXPENSE— BROADENED COVERAGE 11 GLASS REPAIR—WAIVER OF DEDUCTIBLE 17 HIRED AUTO COVERAGE TERRITORY 23 HIRED AUTO PHYSICAL DAMAGE (Including Employee Hired Auto) 7 LOAN/ LEASE GAP (Coverage Not Available In New York) 16 NEWLY FORMED OR ACQUIRED SUBSIDIARIES 2 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 18 PERSONAL EFFECTS COVERAGE 12 PHYSICAL DAMAGE—ADDITIONAL TRANSPORTATION EXPENSE COVERAGE g PHYSICAL DAMAGE DEDUCTIBLE—VEHICLE TRACKING SYSTEM 14 PRIMARY AND NON—CONTRIBUTORY—WRITTEN CONTRACT OR WRITTEN AGREEMENT 24 RENTAL REIMBURSEMENT 10 SUPPLEMENTARY PAYMENTS 5 TOWING AND LABOR 8 TRAILERS—INCREASED LOAD CAPACITY 1 TWO OR MORE DEDUCTIBLES 19 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 20 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 22 SECTION I—COVERED AUTOS is amended as follows: 1. TRAILERS—INCREASED LOAD CAPACITY The following replaces Paragraph CA. Certain Trailers, Mobile Equipment And Temporary Substitute Autos of SECTION I—COVERED AUTOS: AC 85 01 06 18 ©2017 Liberty Mutual Insurance Page 1 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 'Trailers"with a load capacity of 3,000 pounds or less designed primarily for travel on public roads. SECTION II—LIABILITY COVERAGE is amended as follows: 2. NEWLY FORMED OR ACQUIRED SUBSIDIARIES SECTION II—LIABILITY COVERAGE, Paragraph A.1. Who Is An Insured is amended to include the following as an "insured": d. Any legally incorporated subsidiary of which you own more than 50 percent interest during the policy period. Coverage is afforded only for 90 days from the date of acquisition or formation. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an "insured" under any other automobile policy except a policy written specifically to apply in excess of this policy; or (3) Has exhausted its Limit of Insurance or had its policy terminated under any other automobile policy. Coverage under this provision d.does not apply to"bodily injury"or"property damage"that occurred before you acquired or formed the organization. 3. EMPLOYEES AS INSUREDS SECTION II—LIABILITY COVERAGE, Paragraph A.I. Who Is An Insured is amended to include the following as an "insured e. Any"employee"of yours while using a covered "auto"you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any"employee". f. Any"employee"of yours while operating an "auto"hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 4. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II—LIABILITY COVERAGE, Paragraph A.I.Who Is An Insured is amended to include the following as an "insured": g. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, written agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or written agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit. Page 2 of 9 ©2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office, Inc., with its permission. The"insured" is required to submit a claim to any other insurer to which coverage could apply for defense and indemnity. Unless the "insured" has agreed in writing to primary noncontributory wording per enhancement number 24, this policy is excess over any other collectible insurance. 5. SUPPLEMENTARY PAYMENTS SECTION II— LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, Paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. 6. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow "employees" are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II—LIABILITY, Exclusion B.5. Fellow Employee does not apply if the"bodily injury"results from the use of a covered "auto" you own or hire if you have workers compensation insurance in force for all of your "employees"at the time of"loss". This coverage is excess over any other collectible insurance. SECTION III— PHYSICAL DAMAGE COVERAGE is amended as follows: 7. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or b. Your "employee" hires or rents under a written contract or agreement in that"employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: a. The most we will pay for"loss" in any one "accident"or"loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the"loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. b. The deductible will be equal to the largest deductible applicable to any owned "auto"for that coverage. c. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. AC 85 01 06 18 ©2017 Liberty Mutual Insurance Page 3 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. d. Subject to a maximum of$1,000 per"accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. e. This coverage extension does not apply to: (1) Any"auto"that is hired, rented or borrowed with a driver; or (2) Any"auto"that is hired, rented or borrowed from your"employee"or any member of your"employee's" household. Coverage provided under this extension is excess over any other collectible insurance available at the time of "loss". 8. TOWING AND LABOR SECTION III— PHYSICAL DAMAGE COVERAGE, Paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto"classified and rated as a private passenger type, "light truck" or"medium truck" is disabled: a. For private passenger type vehicles,we will pay up to $75 per disablement. b. For'light trucks", we will pay up to$75 per disablement. "Light trucks"are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For"medium trucks",we will pay up to$150 per disablement. "Medium trucks"are trucks that have a gross vehicle weight (GVW)of 10,001 —20,000 pounds. However, the labor must be performed at the place of disablement. 9. PHYSICAL DAMAGE—ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a. Coverage Extensions, Transportation Expenses of SECTION III— PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of$50 per day and a maximum limit of$1,500. 10. RENTAL REIMBURSEMENT SECTION III— PHYSICAL DAMAGE COVERAGE, A. Coverage, is amended by adding the following: a. We will pay up to$75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of"accident"or"loss", to an"auto"for which we also pay a 'loss"under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident" or"loss"to the covered "auto." b. Rental Reimbursement requires the rental of a comparable or lesser vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to$500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". This limit is excess over any other collectible insurance. d. This coverage does not apply unless you have a business necessity that other "autos" available for your use and operation cannot fill. e. If"loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. Page 4 of 9 ©2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office, Inc., with its permission. f. No deductible applies to this coverage. g. The insurance provided under this extension is excess over any other collectible insurance. If this policy also provides Rental Reimbursement Coverage you purchased, the coverage provided by this Enhancement Endorsement is in addition to the coverage you purchased. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 12.B. 11. EXTRA EXPENSE— BROADENED COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, we will pay for the expense of returning a stolen covered "auto"to you. The maximum amount we will pay is $1,000. 12. PERSONAL EFFECTS COVERAGE A. SECTION III— PHYSICAL DAMAGE COVERAGE,A. Coverage, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. S. SECTION V— DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an "insured.""Personal effects"does not include tools, equipment,jewelry, money or securities. 13. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III— PHYSICAL DAMAGE COVERAGE, B. Exclusions is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for"loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. 14. PHYSICAL DAMAGE DEDUCTIBLE—VEHICLE TRACKING SYSTEM SECTION III— PHYSICAL DAMAGE COVERAGE, D. Deductible, is amended by adding the following: Any Comprehensive Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global position device and that device was the method of recovery of the vehicle, 15. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III—PHYSICAL DAMAGE COVERAGE, B. Exclusions, Paragraph a.of the exception to exclusions 4.c. and 4.d. is deleted and replaced with the following: Exclusions 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio,visual or data signals,whether or not designed solely for the reproduction of sound, if the equipment is: AC 85 01 06 18 ©2017 Liberty Mutual Insurance Page 5 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1) Permanently installed in the covered "auto"at the time of the "loss" or removable from a housing unit that is permanently installed in the covered "auto"; and (2) Designed to be solely operated by use from the power from the"auto's" electrical system; and (3) Physical damage coverages are provided for the covered "auto". If the 'loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 16. LOAN / LEASE GAP COVERAGE (Not Applicable In New York) A. Paragraph C. Limit Of Insurance of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a"total loss"to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "Ioss"; b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear; c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; d. Transfer or rollover balances from previous loans or leases; e. Final payment due under a"Balloon Loan"; f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto"; g. Security deposits not refunded by a lessor; h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto"; i. Any amount representing taxes; j. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss". This adjustment is not applicable in Texas. B. Additional Conditions This coverage applies only to the original loan for which the covered "auto" that incurred the "loss" serves as collateral, or lease written on the covered "auto"that incurred the "loss". Page 6 of 9 ©2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office, Inc., with its permission. C. SECTION V—DEFINITIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. 17. GLASS REPAIR—WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 18. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to"loss"caused by collision to such covered "auto"of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the "auto" is designed to carry while it is: a. In the charge of an "insured"; b. Legally parked; and c. Unoccupied. The "loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any"loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. 19. TWO OR MORE DEDUCTIBLES Under SECTION III — PHYSICAL DAMAGE COVERAGE, if two or more company policies or coverage forms apply to the same "accident',the following applies to Paragraph D. Deductible: a. If the applicable Business Auto deductible is the smaller(or smallest)deductible, it will be waived; or b. If the applicable Business Auto deductible is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller(or smallest)deductible; or c. If the "loss" involves two or more Business Auto coverage forms or policies, the smaller (or smallest) deductible will be waived. For the purpose of this endorsement, company means any company that is part of the Liberty Mutual Group. AC 85 01 06 18 ©2017 Liberty Mutual Insurance Page 7 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows: 20. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV— BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form,the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 21. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS SECTION IV—BUSINESS AUTO CONDITIONS, Paragraph A.2.a, is replaced in its entirety by the following: a. In the event of"accident", claim, "suit" or"loss", you must promptly notify us when it is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) Member, if you are a limited liability company; (4) An executive officer or the"employee"designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (a) How, when and where the "accident" or"loss" took place; (b) The "insured's" name and address; and (c) The names and addresses of any injured persons and witnesses. 22. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV— BUSINESS AUTO CONDITIONS, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us, is amended by the addition of the following: If the person or organization has in a written agreement waived those rights before an "accident"or"loss", our rights are waived also. 23. HIRED AUTO COVERAGE TERRITORY SECTION IV — BUSINESS AUTO CONDITIONS, Paragraph B.7. Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the "insured's" responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. Page 8 of 9 ©2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 24. PRIMARY AND NON—CONTRIBUTING IF REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREEMENT The following is added to SECTION IV— BUSINESS AUTO CONDITIONS, General Conditions, B.5. Other Insurance and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in a written contractor written agreement that this insurance would be primary and would not seek contribution from any other insurance available to such"insured". SECTION V— DEFINITIONS is amended as follows: 25. BODILY INJURY REDEFINED Under SECTION V— DEFINITIONS, Definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. AC 85 01 06 18 ©2017 Liberty Mutual Insurance Includes co Page 9 of S pyrighted material of Insurance Services Office, Inc., with its permission. i. KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQU I REMENTS ............. 1 1 1-01 Definitions and Terms...................................................... 1-1 1-02 Bid Procedures and Conditions.......................................... 1-2 `. 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-5 k- 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public................. 1-18 1 -08 Prosecution and Progress . 1-23 1-09 Measurement and Payment .............................................. 1-27 1-10 Temporary Traffic Control ................................................ 1-29 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-2 2-06 Subgrade Preparation...................................................... 2-3 2-07 Watering ....................................................................... 2-3 2-12 Construction Geosynthetic................................................ 2-4 DIVISION4 BASES.................................................................... 4-1 4-03 Gravel Borrow ................. 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-02 Bituminous Surface Treatment.......................................... 5-1 DIVISION 6 STRUCTURES ......................................................... 6-1 6-02 Concrete Structures ........................................................ 6-1 6-04 Timber Structures ........................................................... 6-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 L 7-01 Drains ........................................................................... 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-1 f` DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration. ......,.. 8-8 8-12 Chain Link Fence and Wire Fence ...................................... 8-11 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical.................................................... 8-13 Dvorak Barn Foundation & Framing/Lincoln July 15, 2019 Project Number: 09-3007.1 KENT SPEC 1 AL PROV I S 1 ONS TABLE OF CONTENTS -- PAGE - DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ...................... 9-3 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-16 Fence and Guardrail ........................................................ 9-8 ^ DVORAK BARN SITE PHOTOS.......................................................... A-1 PREVAILING WAGE RATES.............................................................. A-2 ^ ^ ^ Dvorak Barn Foundation & Framing/Lincoln July 15, 2019 Project Number: 09-3007.1 "� _ KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. L DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEF I N I T I ONS AND TERMS SECTION 1-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General L When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1 -01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special - Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons N I C Not In Contract SF Square Feet 1. SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract L The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and Dvorak Barn Foundation & Framing/Lincoln 1 - 1 July 15, 2019 l Project Number: 09-3007.1 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in -- Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the Dvorak Barn Foundation & Framing/Lincoln 1 - 2 July 15, 2019 Project Number: 09-3007.1 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work L (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the 1, Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid 46o Proposal" for the advertised project by downloading at no charge at �60 KentWA.gov/doing-business/bids-procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: L. 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1. 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each L.. Bid. This deposit may be cash, cashier's check, or a proposal bond `. (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Dvorak Barn Foundation & Framing/Lincoln 1 - 3 July 15, 2019 Project Number: 09-3007.1 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 O Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for -- opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH _ THE FOLLOWING: Dvorak Barn Foundation & Framing/Lincoln 1 - 4 July 15, 2019 Project Number: 09-3007.1 1-02.14 Disqualification of Bidders L 3. The bidder is not qualified for the work or to the full extent of the bid. `- 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION; _ 1-03.1 Consideration of Bids T The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 1, CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract L SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in o.. Kent, Washington. 1-04 SCOPE OF THE WORK L 1-04.1 Intent of the Contract SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any �r other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to Dvorak Barn Foundation & Framing/Lincoln 1 - 5 July 15, 2019 ` Project Number: 09-3007.1 perform that work shall be incidental and included with the bid item prices in the contract. _ SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, - "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE - SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING B ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, _ Specifications, and Addenda - 1 . Approved Change Orders 2. The Contract Agreement - 3. Kent Special Provisions - 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications - 7. Kent Standard Plans - 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH _ (INCLUDING SUBPARAGRAPHS A AND B). - 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: _ For Item 2, increases or decreases in quantity for any bid item shall be _ paid at the appropriate bid item contract price, including any bid item - increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: _ Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1 -04.5. The _ Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally - noted on field stakes or variations from estimated quantities, will not - require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. Dvorak Barn Foundation & Framing/Lincoln 1 - 6 July 15, 2019 Project Number: 09-3007.1 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. 1r SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary 1, permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage �. area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or `- performed all mitigation work as required by the conditions of the �. permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: `,. 1-04.11 Final Cleanup l.. 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control low measures. Dvorak Barn Foundation & Framing/Lincoln 1 - 7 July 15, 2019 Project Number: 09-3007.1 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1 -05.5, the requirements of KSP Section 1-05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight -- hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information Dvorak Barn Foundation & Framing/Lincoln 1 - 8 July 15, 2019 Project Number: 09-3007.1 " so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or L monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become ,.. due to the Contractor. Any claim by the Contractor for extra compensation by reason of `- alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such ` variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 `. feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. ,. 1-05.5(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. Dvorak Barn Foundation & Framing/Lincoln 1 - 9 July 15, 2019 Project Number: 09-3007.1 1 . Sufficient horizontal control points to allow the Contractor to — establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the - City. Survey work shall be within the following tolerances: - 1 . Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of ^ field locations and measurements within appropriate dimensions of structural members being fabricated. - - 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $270/hr. for a city survey crew to replace the stakes. The Contractor may not charge the — City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working — days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services — Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: _ Dvorak Barn Foundation & Framing/Lincoln 1 - 10 July 15, 2019 Project Number: 09-3007.1 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or �. manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or ,., cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked ., for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set ... at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional ~' expense to the Contractor. Dvorak Barn Foundation & Framing/Lincoln 1 - 11 July 15, 2019 Project Number: 09-3007.1 When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above — shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of — the Contractor at the rate of $270/hour. - 1-05.5(6) Survey Requests - - It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the — following items, in the quantity shown, in a single day: - Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures — Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) -- Illumination/signalization Approximately 15-20 structures - Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, -- and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer — pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. - 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the — work required by the contract, the Engineer may provide the Contractor ., written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. — If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work Dvorak Barn Foundation & Framing/Lincoln 1 - 12 July 15, 2019 Project Number: 09-3007.1 removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECT/ON 1-05.9 /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the �. Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of .. the Engineer. Dvorak Barn Foundation & Framing/Lincoln 1 - 13 July 15, 2019 Project Number: 09-3007.1 The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.1 O Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2018 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05. 13 IS DELETED AND REPLACED WITH THE — FOLLOWING: Whenever the City evaluates the Contractor's qualifications or _ prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City — may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Dvorak Barn Foundation & Framing/Lincoln 1 - 14 July 15, 2019 Project Number: 09-3007.1 �r L l- 1-05.14 Cooperation With Other Contractors L Details of known projects are as follows: N/A L SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless L otherwise provided for in other bid items. L 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, L unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATER 1 AL L. 1-06.2 Acceptance of Materials `- SECTION 1-06,2(2) IS DELETED /N ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance `- SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. %W 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1 , 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (I A, 1 B, 1 C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. Dvorak Barn Foundation & Framing/Lincoln 1 - 15 July 15, 2019 Project Number: 09-3007.1 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph -- number and bid item under which they are specified. The schedule shall _ indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items — submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are Dvorak Barn Foundation & Framing/Lincoln 1 - 16 July 15, 2019 Project Number: 09-3007.1 suitable for the space provided and are compatible with other `- interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. Dvorak Barn Foundation & Framing/Lincoln 1 - 17 July 15, 2019 Project Number: 09-3007.1 1-07 LEGAL RELAT I ONS AND RESPONS I B I L I T I ES TO THE PUBL I C _ 1-07.2 State Taxes SECTION '-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND _ REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax - Without waiving the Contractor's obligation to understand and apply - these tax rules correctly, the City has indicated those parts of the _ project that are subject to use tax under Section 1 -07.2(1) in the - proposal bid items. _ SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: - 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax - Without waiving the Contractor's obligation to understand and apply - these tax rules correctly, the City has indicated those parts of the _ project that are subject to retail sales tax under Section 1 -07.2(2) in the proposal bid items. ` SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING _ PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses - The City has obtained the following permits: City Building Permit The Contractor shall be responsible for obtaining the L&I - Conduit Permit. _ SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: - A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City - upon completion of the project and prior to final acceptance. - The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General Dvorak Barn Foundation & Framing/Lincoln 1 - 18 July 15, 2019 Project Number: 09-3007.1 — To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. �- SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING: FOLLOWING: 1-07.9(3) Apprentices All contracts with an estimated construction cost greater than $1 ,000,000 (one million dollars) shall require that no less than 15 percent of the labor hours performed by workers subject to prevailing wages employed by the contractor or its subcontractors be performed by apprentices enrolled in a state-approved apprenticeship program. Definitions For the purposes of this specification, the following definitions apply: 1 . Apprentice Utilization Requirement is expressed as a percentage of the project Labor Hours performed by Apprentices. 2. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed on the project site including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The �. intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting .. The Contractor shall submit a "Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's request, the Engineer may suspend this reporting requirement during Dvorak Barn Foundation & Framing/Lincoln 1 - 19 July 15, 2019 Project Number: 09-3007.1 periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01 .030(E). Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1 . Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s) 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. Dvorak Barn Foundation & Framing/Lincoln 1 - 20 July 15, 2019 Project Number: 09-3007.1 1. L 1-07.13 Contractor's Responsibility for Work L 1. SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07. 14 IS REVISED BY ADDING THE FOLLOWING TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will L control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. fL 1-07.15 Temporary Water Pollution Prevention SECTION 1-07. 15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: L 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan �.. When the proposal form includes multiple bid schedules and the "SPCC �., Plan" bid item is present in only one bid schedule, the lump sum `.. payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the �- accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07. 17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07. 17 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: L., 1-07.17(3) Utility Markings #4.' Once underground utilities are marked by the utility owner or its agent, `.► and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the Dvorak Barn Foundation & Framing/Lincoln 1 - 21 July 15, 2019 Project Number: 09-3007.1 precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1 -07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Tanaiya Anderson Jerry Steele 253-313-8961 (cell) 253-288-7532 206-391-1763 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Hong Nguyen 253-395-6926 425-449-6609 (cell) 425-559-4647 (cell) _ Verizon Scott Christenson 425-636-6046 _ 425-471-1079 (cell) Dvorak Barn Foundation & Framing/Lincoln 1 - 22 July 15, 2019 Project Number: 09-3007.1 "' SECTION 1-07. 18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: F 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section L 1 -07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. L SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: �- 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will `o be brought to the Contractor's attention prior to start of construction. k.11 The Contractor shall not proceed with any portion of the work in areas kw where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference _ The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all Dvorak Barn Foundation & Framing/Lincoln 1 - 23 July 15, 2019 Project Number: 09-3007.1 pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the — Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: -- 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties — associated or affected by the work. -- 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. — 6. To discuss any other related items that may be pertinent to the work. - The Contractor shall prepare and submit for approval, at or prior to the — preconstruction conference the following: - 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. ^ 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. - 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed - and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work — until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. _ Voluntary shutdown or slowing of operations by the Contractor shall not _ relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. It is anticipated that the notice to proceed shall be dated August 26, ^ 2019. Dvorak Barn Foundation & Framing/Lincoln 1 - 24 July 15, 2019 Project Number: 09-3007.1 4.0 11111r 440 4.1 Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m, or after 6:00 p.m. on any day, the `- Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight (., time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control �. regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, ... all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. Dvorak Barn Foundation & Framing/Lincoln 1 - 25 July 15, 2019 Project Number: 09-3007.1 1 . Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing -- laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all — supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may — withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. "~ The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The -- Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH -- PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work Dvorak Barn Foundation & Framing/Lincoln 1 - 26 July 15, 2019 Project Number: 09-3007.1 �- If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been �- suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature �- on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase �- in costs, if due, shall be subject to the limitations provided in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts i In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be �. necessary to cover the following: ` Dvorak Barn Foundation & Framing/Lincoln 1 - 27 July 15, 2019 Project Number: 09-3007.1 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. _ 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11 Disputes and Claims SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, — the exclusive means of Contractor's right to appeal shall only be by _ filing suit exclusively under the venue, rules and jurisdiction of the Dvorak Barn Foundation & Framing/Lincoln 1 - 28 July 15, 2019 — Project Number: 09-3007.1 — Superior Court of King County, located in Kent, Washington, unless the - parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFF I C CONTROL 1-10.2 Traffic Control Management _ SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by _ one of the following: _. Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 -800-521 -0778 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 _ 360-297-3035 ' The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices _ 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW - SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control s devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. Dvorak Barn Foundation & Framing/Lincoln 1 - 29 July 15, 2019 Project Number: 09-3007.1 SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: _ The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic _ Control Supervisor will be paid under the item for "Traffic Control Labor." The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid.on a prorated basis in accordance with the total job progress as determined by progress payments. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's _ contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: _ 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side _ streets on the approved TCP are also included. If the project Dvorak Barn Foundation & Framing/Lincoln 1 - 30 July 15, 2019 Project Number: 09-3007.1 `r consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. l.. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary �., road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. tr `r �r `r `r L tr Dvorak Barn Foundation & Framing/Lincoln 1 - 31 July 15, 2019 Project Number: 09-3007.1 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description ^ This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination _ regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and _ at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. _ 5. When cement concrete sidewalk, cement concrete pavement, or _ cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the Dvorak Barn Foundation & Framing/Lincoln 2 - 1 July 15, 2019 Project Number: 09-3007.1 L 1, cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. l SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement 1. Surface Integrity is to be Maintained 1. In removing traffic islands and/or traffic curbs the Contractor shall: 1 . Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, �✓ connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement 41, where such pavement exists under the island. 116.0 4. Take suitable care so as not to damage the underlying pavement 41✓ surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 06.0 5. Repair any damage to adjacent traffic curbs that were designated `, to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, �- as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 2-02.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the kw following bid items when they are included in the Proposal: `, The unit contract price per lump sum for "Removal of Underground 4.0 Storage Tank" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing underground storage tank as shown on the plans and described in the specifications. This unit price shall also include but not be limited to excavation, removal, haul, disposal, backfill, compaction, and emptying of any fluids or solids remaining in the tank along with appropriate disposal of these materials. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site L Dvorak Barn Foundation & Framing/Lincoln 2 - 2 July 15, 2019 Project Number: 09-3007.1 The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. _ The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: _ 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method _ ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE _ FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the _ maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement _ The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to Dvorak Barn Foundation & Framing/Lincoln 2 - 3 July 15, 2019 Project Number: 09-3007.1 `r measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City `r Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a `r meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.2 IS IS SUPPLEMENTED BY ADDING THE FOLLOWING: L L 2-12.2 Materials `' For this project Construction Geotextile for Soil Stabilization shall be L Mirafi 60OX Woven Geotextile Fabric or Approved Equal L L L L Dvorak Barn Foundation & Framing/Lincoln 2 - 4 July 15, 2019 Project Number: 09-3007.1 L DIVISION 4 -BASES ^ DIVISION 4 /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECT/ON: 4-03 GRAVEL BORROW 4-03.1 Description ^ This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. ^ 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements ^ Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section _ 4-04.4. 4-03.5 Payment ^ Payment will be made in accordance with Section 1-04.1 , for the following bid item when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements Dvorak Barn Foundation & Framing/Lincoln 4 - 1 July 15, 2019 Project Number: 09-3007.1 T SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. �.. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction L Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density `- shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by _ the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. t. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and 1. equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. L L. Dvorak Barn Foundation & Framing/Lincoln 4 - 2 July 15, 2019 ` Project Number: 09-3007.1 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and _ testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the -- quantity of anti-stripping additive. Dvorak Barn Foundation & Framing/Lincoln 5 - 1 July 15, 2019 Project Number: 09-3007.1 DIVISION 6 - STRUCTURES 6-02 CONCRETE STRUCTURES SECTION 6-02.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.2 Materials l Vapor Barrier shall be 6 Mil minimum thickness plastic sheeting. SECTION 6-03(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING l SUBSECTION: L 6-02.3(14)E Project Specific Floor Finish — For this project the barn floor slab shall have a light brush finish consistent with that described under section 8-04 of the WSDOT Standard Specifications. SECTION 6-03(17) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.3(17) False Work and Formwork Prior to Pouring Concrete, the foundation formwork shall be inspected tr and approved by the Capital Project Manager. �r SECTION 6-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.5 Payment The cost of the 6 Mil Plastic Vapor Barrier shall be incidental the unit contract price for Cement Concrete Class 4000. L 6-04 TIMBER STRUCTURES l SECTION 6-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: f 6-04.4 Measurement �. No specific unit of measurement shall apply to the Lump Sum item L "Interior Wood Framing". SECTION 6-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L _ 6-04.5 Payment The lump sum contract price for "Interior Wood Framing" shall full pay for all hardware, labor, material, and equipment costs to install the wood framing improvements as shown in the plans. L Dvorak Barn Foundation & Framing/Lincoln 6 - 1 July 15, 2019 Project Number: 09-3007.1 DIVISION 7 - DRAINAGE STRUCTURES STORM SEWERS SANITARY SEWERS WATER MAINS AND CONDUITS _ 7-01 DRAINS SECTION 7-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.4 Measurement The length of foundation drain will be the number of linear feet of completed installation measured along the invert. Pipe placed in excess of the length designated by the Engineer will not be measured or paid for. SECTION 7-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: ^ 7-01.5 Payment The unit contract price per linear foot for "Foundation Drain" shall be full payment for all parts, labor, and materials required to install the foundation drain in place. The cost of fittings including but not limited wye joints, blind flanges, and additional pipe required to provide cleanouts and future roof drain connections shall be incidental to the ^ unit cost for "Foundation Drain" ^ 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS ^ SECTION 7-05.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: ^ 7-05.1 Description This work will also include the construction of underground Drainage Galleries. SECTION 7-05.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.2 Materials Drain Rock for Drainage Gallery 9-03.12(6) ^ SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: " ^ 7-05.3 Construction Requirements _ The excavation for drainage galleries shall be in accordance with the Construction Plans. Excavation shall meet the requirements of section 2-09.3 for Structure Excavation Class B. The drainage gallery and its perforated pipe shall be completely encased in moderate survivability underground drainage geotextile in accordance with the Construction Plans and in conformance with _ Section 2-12.3. Dvorak Barn Foundation & Framing/Lincoln 7 - 1 July 15, 2019 Project Number: 09-3007.1 During construction of the drainage gallery, all necessary precautions shall be taken to prevent debris and eroded material from entering the drainage gallery. L During construction of the drainage gallery, all necessary precautions shall be taken to prevent compaction of the soil underlying the drainage gallery. SECTION 7-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.4 Measurement L Excavation for the drainage gallery shall be measured to the neat line. Excavation in excess of the dimensions shown in the Construction Plans will not be measured or paid for. Drain Rock for Drainage Gallery shall measured to the neat line. Drain Rock placed in excess of the dimensions shown in the Construction Plans will not be measured or paid for. The length of Perforated Pipe for Drainage Gallery will be the number of linear feet of completed installation measured along the invert. Pipe placed in excess of the length shown in the Construction Plans will not `r be measured or paid for. Filter Fabric for Drainage Gallery shall be measured per square yard installed and measured in place. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Excavation for Drainage Gallery," per Cubic Yard. <- "Drain Rock for Drainage Gallery," per Cubic Yard. "Perforated Pipe for Drainage Gallery," per Linear Foot. "Filter Fabric for Drainage Gallery," per Square Yard. L. L Dvorak Barn Foundation & Framing/Lincoln 7 - 2 July 15, 2019 Project Number: 09-3007.1 v DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other Dvorak Barn Foundation & Framing/Lincoln 8 - 1 July 15, 2019 Project Number: 09-3007.1 sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once �. of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 . Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2017 Surface Water Design Manual Dvorak Barn Foundation & Framing/Lincoln 8 - 2 July 15, 2019 Project Number: 09-3007.1 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is .. covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the " conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid -- prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. — Hydroseeding shall not be done during windy weather or when the — ground is frozen, excessively wet, or otherwise untillable. — Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation ` through paddle blades. It shall have an operating capacity sufficient to Dvorak Barn Foundation & Framing/Lincoln 8 - 3 July 15, 2019 — Project Number: 09-3007.1 agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. .. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1 . Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special •- Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. •- Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. •- Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the Dvorak Barn Foundation & Framing/Lincoln 8 - 4 July 15, 2019 �.. Project Number: 09-3007.1 hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by .. the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. ^ Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1 ,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 lbs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Dvorak Barn Foundation & Framing/Lincoln 8 - 5 July 15, 2019 Project Number: 09-3007.1 Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on `- seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1 . Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01,3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, _ storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. Dvorak Barn Foundation & Framing/Lincoln 8 - 6 July 15, 2019 Project Number: 09-3007.1 SECTION 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)H 1 nspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time -- during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. -� Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: Dvorak Barn Foundation & Framing/Lincoln 8 - 7 July 15, 2019 Project Number: 09-3007.1 1 . All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. 8-02 ROADS I DE RESTORAT I ON SECTION 5-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and _ verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 5-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. Dvorak Barn Foundation & Framing/Lincoln 8 - 8 July 15, 2019 Project Number: 09-3007.1 SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials ^ Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber ................................. 9-14.4(2) Special Planting Mixture............................. 9-14.4(9) Erosion Control Devices ............................. 9-14.5 Plant Materials.......................................... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 Tree Ties ................................................. 9-14.7(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. ^ 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: -� 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from -� accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive .. either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5) Planting Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not _ being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Dvorak Barn Foundation & Framing/Lincoln 8 - 9 July 15, 2019 Project Number: 09-3007.1 Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. 1. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L. 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping details, _ unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: t' 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general `r conformance to Kent Standard Plan 6-55. SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral �r bud. Do not apply tree wound paint or petroleum product to tree cuts. �r The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. L SECTION 8-02.3(11) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11) Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "wood chip mulch." L A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1 -gallon re-closable bag at least seven (7) days prior to application. SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar Dvorak Barn Foundation & Framing/Lincoln 8 - 10 July 15, 2019 Project Number: 09-3007.1 - years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per -- week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement - The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. - SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1 . Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. — 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-12 CHA I N L I NK FENCE AND W I RE FENCE SECTION 8-12. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description _ Dvorak Barn Foundation & Framing/Lincoln 8 - 11 July 15, 2019 Project Number: 09-3007.1 This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. 8-12.3 Construction Requirements SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Security fence shall meet WSDOT Standard Plan L-40.20-01 ; Glare Screen Type 2 (black, vinyl coated chain link with slats) with 3 strands of black vinyl coated wire with galvanized barbs. Includes 18" wide, 6" thick, concrete mow strip with medium L brush finish. L SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. �- Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. l- Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. L `r Dvorak Barn Foundation & Framing/Lincoln 8 - 12 July 15, 2019 Project Number: 09-3007.1 SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment _ "Remove Chain Link Fence," per linear foot. "Install New Chain Link Fence," per linear foot. 8-20 1 LUM I NAT I ON TRAFF I C S I GNAL SYSTEMS I NTELL I GENT TRANSPORTATION SYSTEMS AND ELECTRICAL SECTION 8-20.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: _ 8-20.2 Materials For this project all conduit shall be 640 Tank PVC Coated Rigid Metal _ Conduit or Approved Equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-20.5 Payment "1 IN. DIAM. PVC Coated Rigid Metal Conduit," per linear foot. Dvorak Barn Foundation & Framing/Lincoln 8 - 13 July 15, 2019 Project Number: 09-3007.1 — DIVISION 9 - MATERIALS 9-03 AGGREGATES - 9-03.12 Gravel Backfill T SECTION 9-03. 12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding - Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % _ % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.12(6) Drain Rock for Drainage Galley Drain Rock for Drainage Gallery shall conform to the following gradings: _ Sieve Size Passing — 1 '/2" 99-100 1" 50-100 3/4 0-20 T 3/8 0-2 No. 200 0-1 .5 Drain Rock shall be clean rounded material consistent with river rock. 9-03.14 Borrow SECTION 9-03. 14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow _ Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing _ 3 Inch* 100 3/4 1 nch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 Dvorak Barn Foundation & Framing/Lincoln 9 - 1 July 15, 2019 Project Number: 09-3007.1 ^ U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. -- Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. ^ Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to ^ apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: ^ 9-03.17 Foundation Material Class I and Class I I Foundation Material Class I and Class I I shall be used to replace _ unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class I I shall conform to the following gradations: Percent Passina Sieve Size Class I Class 11 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Dvorak Barn Foundation & Framing/Lincoln 9 - 2 July 15, 2019 Project Number: 09-3007.1 Soundness 5% max loss Density (solid volume) 155 pcf min L Specific Gravity 2.48 min 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21 (1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR L EROSION AND SCOUR PROTECTION AND ROCK WALLS L SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; L 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 `• 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 Topsoil SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 9-14.1 (1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 — 67% sand and/or sandy loam and 33 — 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, L clematis, knotweed, Scot's broom, reed canary grass, Himalayan Dvorak Barn Foundation & Framing/Lincoln 9 - 3 July 15, 2019 Project Number: 09-3007.1 blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. 1 . The mixed soil shall meet the following gradation: Screen Percent Size * Passing 2 inch 100 1 inch 99-100 5/8" 90 — 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in section 9-14.4(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be -- required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the -- owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten _ percent by weight. In addition, soil particles shall meet the following _ requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Dvorak Barn Foundation & Framing/Lincoln 9 - 4 July 15, 2019 Project Number: 09-3007.1 Passing 1 mm sieve . 80% minimum Passing 0.15 mm sieve .............................. 15% maximum SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % ` Proportion Ingredient Pure Seed Germination Weed Seed ... 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% �- 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated) Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed �- 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). ` Dvorak Barn Foundation & Framing/Lincoln 9 - 5 July 15, 2019 Project Number: 09-3007.1 ^ Fertilizer for upland seeded areas: Lilly Miller or approved equal to ^ provide the following nutrients: All areas which are seeded shall receive ^ fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: ^ Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. ^ 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-14.4(8) Compost ^ Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin ^ wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will _ become uniformly suspended to form a homogenous slurry. When _ hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier _ or approved equal. Dvorak Barn Foundation & Framing/Lincoln 9 - 6 July 15, 2019 Project Number: 09-3007.1 Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-14.6 Plant Materials 9-14.6(1) Description SECT/ON 9-14.6(1) /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECT/ON. 9-14.6(1)A Street Trees The following table provides both the list of approved street tree species, and some of the characteristics associated with each street tree species at maturity: Common Name Scientific Name Height Width Shape Min. (feet) (feet) Spacing ... (feet) �. Small Street Trees For planting under 30' or owerlines less Trident Maple Acer buer eranum 20' 20' Round, lowspreading 30' Flame Maple Acer ginnala 'Flame' 20' 20' Round w/ spreading low 30' branches Flamingo Box Elder Acer negundo 20' 15' Oval to round 25' 'Flamm o' Apollo Maple Acer saccharum 25' 10' Narrow to columnar 20' �- Tatarian Maple Acer tataricum 25' 20' Oval to round, often low 30' branched �. Lavalle Hawthorn Cratae us x lavallei 28' 20' Irregular vase sha ed 30' ... Washington Hawthorn Crataegus 25' 20' Broadly oval to round 30' phaenopyrum Golden Desert Ash Fraxinus excelsior 20' 18' Rounded, compact 30' Aureafolia' Leprechaun Ash Fraxinus pennsylvanica 18, 16' Dense, compact, round 25' �- Johnson' �. Amur Maackia Maackia amurensis 25' 20' Vase shaped becoming 30' round r. Golden Raindrops Malus transitoria 20' 15' Upright, vase shaped 25' Crabapple 'Schmidt cutleaf Red Barron Crabapple Malus 'Red Barron' 18' 8' Narrow, columnar 20' Red Jewel Crabapple Malus Jewelcole' 15' 12' Upright, pyramidal 25' Tschonoskii Crabapple Malus tschonoskii 28' 14' Upright, narrowly oval 25' Cascade Snow Cherry Prunus 'Berry' 25' 14' Upright, s readin 25' Amanogawa Cherry Prunus serrulata 20' 6' Columnar, fastigiate 20' Amano awa' branches Red Cascade Mountain Sorbus Americana 18' 8' Compact oval 20' Ash 'Dwarfcrown' Fragrant Snowbell Styrax obassia 25' 15' Pyramidal to upright 25' `- narrow oval Ivory Silk Japanese Syringa reticulata 'Ivory 20' 15' Upright spreading 25' Silk' becomin round Dvorak Barn Foundation & Framing/Lincoln 9 - 7 July 15, 2019 Project Number: 09-3007.1 Medium Street Trees Plant when 30' to powerlines are not 45' resent trees Armstrong Maple Acer rubrum 45' 15' Narrow, upright 25' Armstrong columnar .., Queen Elizabeth Maple Acer campestre 'Evelyn' 35' 30' Upright, becoming 40' round Sensation Box Elder Acer negundo 30' 25' Rounded 35' 'Sensation' Pacific Sunset Maple Acer truncatum x Acer 30' 15' Upright spreading, 25' plantanoides rounded crown 'Warrenred' Frans Fontaine Carpinus betulus 'Frans 30' 15, Columnar 25' Hornbeam Fontaine' American Hornbeam Carpinus caroliniana 25' 25' Oval 35' Tricolor Beech Fagus sylvatica 'Roseo 30' 20' Pyramidal when young, 30' -Mar inata' rounding w/ age Raywood Ash Fraxinus oxycarpa 35' 25' Oval, dense crown 35' 'Ra wood' Imperial Honeylocust Gleditsia triacanthos 35' 35' Rounded 45' 'Impcole' Galaxy Magnolia Ma no/ia 'Galax ' 30' 15' Pyramidal to oval 25' Edith Bogue Southern Magnolia grandif/ora 30' 15' Pyramidal tight 25' Magnolia 'Edith Bogue' American Hophornbeam Ostrya Virginiana 40' 25' Upright oval 35' ., Spire Cherry Prunus x hi/lieri 'Spire' 30' 10, Upright columnar, 20' narrowly vase shaped Columnar Sargent Prunus sargentii 35' 15' Upright columnar, 25' Cherry 'Columnaris' narrowly vase shaped Edgewood Pear Pyrus calleryana x 30' 25' Rounded 35' betulaefolia 'Ed ewood' Capital Pear Pyrus calleryana 35' 12' Columnar 20' Chanticleer Pear Pyrus calleryana 'Glen's 40' 15' Columnar, narrowly 25' Form' pyramidal Crimson Spire Oak Quercus alba x Quercus 45' 15' Columnar, tightly 25' -� robur 'Crimschmidt' fasti iated Skyrocket Oak Quercus robur 45' 15' Narrow, fastigiated 25' 'Fasti iata' Musashino Zelkova serrata 45' 20' Very narrow, upright 30' 'Musashino' vase shaped 9-14.7 Stakes, Guys, and Wrapping SECTION 9-14.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.7(1) Tree Ties Tree ties shall be patent "Tre-Ties" sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery _ Supervisor at 253-856-5127. 9-16 FENCE AND GUARDRAIL 9-16.1 Chain Link Fence and Gates Dvorak Barn Foundation & Framing/Lincoln 9 - 8 July 15, 2019 Project Number: 09-3007.1 L L SECTION 9-16. 1(1)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-16.1 (1)B Chain Link Fence Fabric Chain link fabric shall consist of 9 gage wire (0.148-inch diameter) for all fences unless specified otherwise. The fabric wire shall be: L- Galvanized steel wire conforming to ASTM A 392. Galvanizing shall ` be Class I performed by the hot dip process. The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans. Dvorak Barn Foundation & Framing/Lincoln 9 - 9 July 15, 2019 Project Number: 09-3007,1 `r �r DVORAK BARN SITE PHOTOS Photo 1 : Photo of steel cribbing looking Southward along the Western portion of the barn. Photo 2: Photo of typical exterior post cut-off. Photo 3: Photo of the barn interior looking into the main floor. Photo 4: Photo of the barn ceiling, note the cables remaining from the initial building relocation. Photo 5: Photo of barn interior cribbing and stabilizing cables. ` Photo 6: Photo of the barn ceiling. Photo 7: Photo of relocation cross bracing at barn interior wall. Photo 8: Photo of barn interior cribbing and bracing looking northward. Photo 9: Barn exterior looking East. Photo 10: Barn exterior looking Southeast. �.- Photo 11 : Closeup of windows at Southwest barn corner. Photo 12: Photo of barn Southern wall. Photo 13: Barn exterior looking West. %W `. I%W �. 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R.. a ..._.E,,._ f« _ '..,:..� 1 �. �, _ � q o .�..,..�. � .;n ,.„, . ,,, „� ,.- .. r� _. I �.„ t ,a- � / r.. ,�_ ` . �. � � � � �� � � � _, � ��,,,r,, _ � ,, e �� � _ �._ a � �' r .� r �. �, � � ` ;" +�; `- �� i `� 1 ���� � � ��� �� � �. �. .r. _ _ �, �_ �� . , •.. 3 e' .t R `, �- � .� >' �. � � e 9 :, E �.• �; -•: � �. _ -� . ` � � � � �� _ � s } � �' ��,, �� C � � i qS. 1 ,, � . � _ �.`e .. �. <. ti � � ���"�'�I k4, „� ** ``\ �, • - �. �e 1 ti v ` a' a 1v ow v � !'�1. �� rY' r � Y s N s.� t it [ {1 7 F. v a a j i R w fi Amit till, t e Illry9.�� t: :f b • t y 3 � I R v r e ,,�� �� c •fit ;` � ,�1 � � � `� � ,/r� � �• ;� �! ��� J ice' '' 'y� \� ��r / � � � �'�s�� � +•,�� �7 'x`h =. �:r „ I ( ec• µt •� � �i i tJ : jr IN x 't- ' t{gyp XON )v' ”` '. I " � ,� i'j�'�7 r •,.J �• 1 � y.r -. •tom: x�! N � x, ��T�+�� z ,�. ,. i 5 �•-: ,�.� ;�i4;. •7.yC r�'TI+�r s-� � �'`y� �3 �'"i\t1�.�;��"C,+t� w ,._. ��1/ �`�� �' v r x #.-•� �� '.,� {+ � ?r.mac. `�"'t' I57�'��t �'` IS { yf�vY 43 titr kV 7. ti } -t( Aw , e{ I '�,t��7�1`--. %� i / •,��•re,� .�.� .x— '�µ�q w? i• '�. ,f i• , jr /+�-" �. ' I **�Sp��� t � � _ r aa. f/y �,,g,4 • ,sr��� ���'�Si'y �"� x. ,y �- ��," t � '�� � •7��Y'g _.^+'a �� Ott ' "��'a _ � f .aT - � �>E''-� i �i � �'3� i"t " 't. � - _ �i '�.m+. .•fir SC �� t� �` C 11 .7 -N7 by s • 'z i 3 e t i� ���,' l♦ a{ .=�� t, _- (11!1 t` y+�-."� t "^C"7t ( _ � � wa. .l F ? 3 tIIY f e� c l _ c 1 «fe. Safi a• eN� `Ai e, ,•tt 7 � r �S ��'�.,• •.�tit M1f � �„_' ��•`� � •��- \`j.. _ 111 Y k ,4 e k•} � �t E t• ;i 1 e = , 3e. 1 � � ,� � � ✓,' ly� ,r � _ , ;{ .lei/ I '� � �7= z #(it � r ;"• ,I s}f! �;�f j j`,1 .� k•' �� �' Y .}. �f i� i4 � �f�. � .�,'� � ��. t `tom` � ��, g` � , � � ,Y, �►�t `"�� , 4fi , � �� a i a ~ ' i tk PREVA I L 1 NG WAGE RATES Itaw Dvorak Barn Foundation & Framing/Lincoln A - 2 July 15, 2019 Project Number: 09-3007.1 Page 1of16 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this L total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 07/30/2019 � Count W *Risk Trade Job Classification a e Holiday Overtime Note Class King Asbestos Abatement Workers Journey Level $46.57 5D 1 H View King Boilermakers Journey Level $66.54 5N 1C View King Brick Mason Journey Level $57.32 5A 1M View King Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M View King Building Service Employees Janitor $24.631 5S 2F View ' King Building, Service Employees Traveling Waxer/Shampooer $25.081 5S 2F View King Building, Service Employees Window Cleaner (Non-Scaffold) $28.13 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $29.03 5S 2F View King Cabinet Makers (In Shops Journey Level $22.74 1 View King Carpenters Acoustical Worker $60.04 5D 4C View King Carpenters Bridge, Dock And Wharf $60.04 5D 4C View _ Carpenters King Carpenters Carpenter $60.04 5D 4C View King Carpenters Carpenters on Stationary Tools $60.17 5D 4C View King Carpenters Creosoted Material $60.14 5D 4C View King Carpenters Floor Finisher $60.04 5D 4C View King Carpenters Floor Layer $60.041 5D 4C View ',King Carpenters Scaffold Erector $60.04 5D 4C View L King Cement Masons Journey Level $60.07 7A 41J View King Divers Et Tenders Bell/Vehicle or Submersible $113.60 5D 4C View Operator (Not Under Pressure) _ King Divers Et Tenders Dive Supervisor/Master $76.331 5D 4C View _ King Divers Et Tenders Diver $113.60 5D 4C 8V View f King Divers Et Tenders Diver On Standby $71.33 5D 4C View King Divers Et Tenders Diver Tender $64.71 5D 4C View King Divers Et Tenders Manifold Operator $64.71 5D 4C View King Divers Et Tenders Manifold Operator Mixed Gas $69.711 5D 4C View King Divers Er Tenders Remote Operated Vehicle $64.71 5D 4C View _ Operator/Technician King Divers Et Tenders Remote Operated Vehicle Tender $60.29 5A 4C View King Dredge Workers Assistant Engineer $56.44 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View King Dredge Workers Boatmen $56.44 5D 3F View L King Dredge Workers Engineer Welder $57.51 5D 3F View King Dredge Workers Leverman, Hydraulic $58.67 5D 3F View `hi-tnc• //fnri-rPcc W.-A acnv 7/1 /7n1 Q Page 2Of16 KingView "". _ ��� ew King Drywall Tapers Journey Level $59.32 5P 1E View _ King Electrical Fixture Maintenance Journey Level $30.59 5L 1 E View Workers _ m/ ew ~~ —'" ~~ King Electricians - Inside Certified Welder $78.55 7C 4E View _ King Electricians - Inside Certified Welder (tunnel) $84.34 7C 4E View King Electricians - Inside Construction Stock Person $41.49 7C 4E View King Electricians - Inside Journey Level $75.801 7C 4E View _ _ m King Electricians Journey Level $45.08 5A 1B View _ Kin~ Construction � _ _ 'Kin~King Electricians - Powerline Heavy Line Equipment Operator $72.98 5A 4D View Construction _ Construction ,,!King Electricians - Powerline Journey Level Lineperson $72.98 5A 4D View Construction King Electricians - Powertine Line Equipment Operator $62.06 5A 4D View Construction — _ _ _ Kin~King Electricians - Powertine Pote Sprayer $72.98 5A 4D View Construction I _ Construction Construction King Electronic Technicians Journey Level $50.571 7E 1 E View _ � _ King ~ King Elevator Constructors Mechanic In Charge $101.73 7D 4A View � Kin —=King Fence Erectors Fence Erector $41.451 7A 31 View Products Work Only King Fence Erectors Fence Laborer $41.45 7A 31 View = King Flaggers Journey Level $41.45 7A 31 View _ —'' — Kin -King Heating Equipment Mechanics Journey Level $82.511 7F 1 E View Asbestos Workers _ King — King Industrial Power Vacuum Cleaner Journey Level $12.001 1 ViewKing inland BoatMen Cook $56.48 5B 1K View ~. King inland Boatmen Boat Operator $61.41 5B 1K View ^� King Inland Boatmen Deckhand $57.48 5B 1K View King Inland Boatmen Deckhand Engineer $58.81, 5B 1K View King _ King — K—= / / / '~.. .'/ ' � / / View �/, c/"In~ n Page 3 of 16 NOW inspection/Cleaning/Seating Of Cleaner Operator, Foamer Sewer Et Water Systems By Operator Remote Control I King Inspection/Cleaning/Seating Of Grout Truck Operator $12.00 1 View Sewer Et Water Systems B-y Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 View Sewer Et Water Sstem�sB Remote Control King Inspection/Cleaning/Seating Of Technician $19.33 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $60.04, 5D 4C View King Ironworkers Journeyman $70.681 7N 10 View King Laborers Air, Gas Or Electric Vibrating $48.90 7A 31 View Screed King Laborers Airtrac Drill Operator $50.42 7A 31 View King Laborers Ballast Regular Machine $48.90 7A 31 View King Laborers Batch Weighman $41.45 7A 31 View King Laborers Brick Pavers $48.90 7A .31 View King Laborers Brush Cutter $48.901 7A .31 View King Laborers Brush Hog Feeder $48.901 7A .31 View King Laborers Burner $48.90 7A 31 View King Laborers Caisson Worker $50.42 7A 31 View King Laborers Carpenter Tender $48.90 7A 31 View King Laborers Caulker $48.90 7A 31 View King Laborers Cement Dumper-paving $49.811 7A 31 View King Laborers Cement Finisher Tender $48.90 7A 31 View King Laborers Change House Or Dry Shack $48.90 7A 31 View King Laborers Chipping Gun (under 30 Lbs.) $48.90 7A 31 View King Laborers Chipping Gun(30 Lbs. And Over) $49.81 7A 31 View King Laborers Choker Setter $48.90j 7A 31 View King Laborers Chuck Tender $48.901 7A 31 View L. King Laborers Clary Power Spreader $49.81 7A 31 View King Laborers Clean-up Laborer $48.90 7A 31 View King Laborers Concrete Dumper/chute Operator $49.81 7A 31 View King Laborers Concrete Form Stripper $48.90 7A 31 View King Laborers Concrete Placement Crew $49.81j 7A 31 View King Laborers Concrete Saw Operator/core $49.81 7A 31 View Driller I King Laborers Crusher Feeder $41.45 7A --31 View King Laborers Curing Laborer $48.90 7A 31 View King Laborers Demolition: Wrecking Et Moving $48.90 7A 31 View (incl. Charred Material) King Laborers Ditch Digger $48.901 7A 31 View King Laborers Diver $50.421 7A 31 View King Laborers Drill Operator $49.81 7A 31 View (hydraulic,diamond) King Laborers Dry Stack Walls $48.90 7A 31 View 116, King Laborers Dump Person $48.90 7A 31 View httDS://fortres.-;.wa.(inv/lni/wAnpinnk-iin/nrx/\A/;=inplr-ir-iL-i in Acnv -7/1 CZ r)I Page 4 of 16 King Laborers Epoxy Technician $48.901 7A 31 1 1 View King Laborers Erosion Control Worker $48.901 7A 31 View _ King Laborers Faller Et Bucker Chain Saw $49.81 7A 31 View King Laborers Fine Graders $48.90 7A 31 View _ King Laborers Firewatch $41.45 7A 31 View King Laborers Form Setter $48.90 7A 31 View _ King Laborers Gabian Basket Builders $48.901 7A 31 View King Laborers General Laborer $48.90 7A 31 View '< ` King Laborers Grade Checker Et Transit Person $50.42 7A 31 View - King Laborers Grinders $48.901 7A 31 View `. King Laborers Grout Machine Tender $48.90 7A 31 View _ King Laborers Groutmen (pressure)including $49.81 7A 31 View Post Tension Beams - King Laborers Guardrail Erector $48.90 7A 31 View - King Laborers Hazardous Waste Worker (level A) $50.42 7A 31 View - King Laborers Hazardous Waste Worker (level B) $49.81 7A 31 View _ King Laborers Hazardous Waste Worker (level C) $48.90 7A 31 View King Laborers High Scaler $50.42 7A 31 View King Laborers Jackhammer $49.81 7A 31 View King Laborers Laserbeam Operator $49.81 7A 31 View King Laborers Maintenance Person $48.90 7A 31 View f - King Laborers Manhole Builder-mudman $49.81 7A 31 View King Laborers Material Yard Person $48.90 7A 31 View _ King Laborers Motorman-dinky Locomotive $49.811 7A 31 View King Laborers Nozzteman (concrete Pump, $49.81 7A 31 View _ Green Cutter When Using Combination Of High Pressure Air & Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla _ ;King Laborers Pavement Breaker $49.81 7A 31 View .King Laborers Pilot Car $41.45 7A 31 View King Laborers Pipe Layer Lead $50.42 7A 31 View _ King Laborers Pipe Layer/tailor $49.81 7A 31 View - King Laborers Pipe Pot Tender $49.81 7A 31 View _ King Laborers Pipe Reliner $49.81 7A 31 View _ King Laborers Pipe Wrapper $49.81 7A 31 View King Laborers Pot Tender $48.901 7A 31 View _ King Laborers Powderman $50.42 7A 31 View _ King Laborers Powderman's Helper $48.90 7A 31 View - King Laborers Power Jacks $49.81 7A 31 View - King Laborers Railroad Spike Puller - Power $49.81 7A 31 View King Laborers Raker - Asphalt $50.421 7A 31 View - King Laborers Re-timberman $50.42 7A 31 View King Laborers Remote Equipment Operator $49.81 7A 31 View King Laborers Rigger/signal Person $49.81 7A 31 View King Laborers Rip Rap Person $48.90 7A 31 View - King Laborers Rivet Buster $49.81 7A 31 View King Laborers Rodder $49.81 7A 31 View _ King Laborers Scaffold Erector $48.90 7A 31 View King Laborers Scale Person $48.90 7A 31 View L.4-4- //C--4---- -Imo.,-/--,XA/ I 1,1 711 r,/7(11Q Page 5 of 16 King Laborers Sloper (over 20") $49.81 7A 31 1 View - `King Laborers Sloper Sprayer $48.90 7A 31 View King Laborers Spreader (concrete) $49.81 7A 31 View - King Laborers Stake Hopper $48.90 7A 31 View `King Laborers Stock Piler $48.90 7A 31 View - King Laborers Tamper Et Similar Electric, Air Et $49.81 7A 31 View Gas Operated Tools King Laborers Tamper (multiple Et Self- $49.81 7A 31 View - propelled) King Laborers Timber Person - Sewer (lagger, $49.81 7A 31 View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $48.901 7A 31 View King Laborers Topper $48.90 7A 31 View King Laborers Track Laborer $48.90 7A 31 View King Laborers Track Liner (power) $49.81 7A 31 View King Laborers Traffic Control Laborer $44.33 7A 31 8R View King Laborers Traffic Control Supervisor $44.331 7A 31 8R View King Laborers Truck Spotter $48.90 7A 31 View King Laborers Tugger Operator $49.81 7A 31 View King Laborers Tunnel Work-Compressed Air $107.60 7A 31 8Q View Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 View Worker 30.01-44.00 psi - King Laborers Tunnel Work-Compressed Air $116.31 7A 31 View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $122.01 7A 31 8� View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $124.13 7A 31 88Q View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $129.23 7A 31 8Q View Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13 7A 31 8g View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 7A 31 View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $50.52 7A 31 88Q View Tender King Laborers Tunnel Work-Miner $50.52 7A 31 8Q View King Laborers Vibrator $49.81 7A 31 View King Laborers Vinyl Seamer $48.901 7A 31 View King Laborers Watchman $37.67 7A 31 View King Laborers Welder $49.81 7A 31 View ' King Laborers Well Point Laborer $49.81 7A 31 View King Laborers Window Washer/cleaner $37.67 7A 31 View - King Laborers - Underground Sewer Et General Laborer Et Topman $48.90 7A 31 View _ Water King Laborers - Underground Sewer Et Pipe Layer $49.81 7A 31 View Water - - L King Landscape Construction Landscape Laborer $37.67 7A 31 View King Landscape Construction Landscape Operator $63.76 7A 3K 8X View King Landscape Maintenance Groundskeeper $17.871 11 View �"httos:Hfortress.wa.aov/Ini/wanelnnkun/nrvwanPlnnki in acne 7/1 n1 a Page 6Of16 -` King Ilathers Journey Level 1 $58.481 5D 1 H View King ~wk King Meta[ Fabrication (in Shop) Laborer $12.00 1 View King Meta[ Fabrication (In Shop), Fitter $15.86 1 View - King Metal Fabrication (in Shop) Machine Operator $13.04 1 View King Meta[ Fabrication (in Shop) Painter $12.00 View­ King Metal Fabrication (in Shop) Welder $15.48 View � King - King Modular Buildings Cabinet Assembly $12.00. View _ K-= Modular Buildinos Electrician $12.00 1 View _ King Modular Buildings Plumber $12.00 1 View King Modular Buildings Equipment Maintenance $12.00 1. View King Modular Buildings Production Worker $12.00 1 View King Modular Buildings Toot Maintenance $12.00 1 View King Modular Buildings Utility Person $12.00 1 View King Modular Buildings Welder $12.00 1 View King Painters Journey Level $42.50, 6Z 2B View King Pile Driver Crew Tender/Technician $64.71 5D 4C View King Pile Driver Hyperbaric Worker - Compressed $74.87 5D 4C View Air Worker 0-30.00 PSI _ _ ~ _ _ _ °".y King Pile Driver Hyperbaric Worker - Compressed $83.87 5D 4C View _ King Pile Driver Hyperbaric Worker - Compressed $88.87 5D 4C View King Pile Driver Hyperbaric Worker - Compressed $91.37 5D 4C View _ _ _ _ mxy King Pile Driver Hyperbaric Worker - Compressed $98.37 5D 4C View _ � m/�y King Pile Driver Hyperbaric Worker - Compressed $102.37 5D 4C View _ � Air Worker 72.01 74.00 PSI _ King Pile Driver Journey Level $60.29 5D 4C VieKing Pile Driver Manifold Operator (LST) $69.71 5D 4C View _ King Plasterers Journey Level $56.54 ZQ 1 R View King Plavaround Et Park Equipment Journey Level $12.00 1 View Installers _ _ KingKing Power -` King Power Equipment Operators Assistant Engineer $60.98 7A 3K 8X View _ King Power Equipment Operators Barrier Machine (zipper) $64.26 7A 3K 8X View King Power Equipment Operators Batch Plant Operator: concrete $64.26 7A 3K 8X View _ _ View- KingEquipment ~� -` King Power Eguipment Operators Bump Cutter $64.26 7A 3K 8X View King Power Equioment Operators Cableways $64.83 7A 3K 8x View -~ _ .^,= "^.,//" "/t-%",m/="o|""1z.." ==n\" 7/1r,/,)n1u Page 7of16 King 122wer Equipment Operators I Chipper $64.261 7A I 3K 8X I View King Power Equipment Operators Compressor $60.98 7A 3K 8X View King Power Equipment Operators Concrete Finish Machine - Laser $60.98 7A 3K 8X View Screed King Power Equipment Operators Concrete Pump - Mounted Or $63.76 7A 3K 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $64.83 7A 3K 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $64.26 7A 3K 8X View With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $63.76 7A 3K 8X View — King Power Equipment Operators Cranes friction: 200 tons and over $66.80 7A 3K 8X View King Power Equipment Operators Cranes: 100 tons through 199 $65.48 7A 3K 8X View — tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8X View With Attachments `- King Power Equipment Operators Cranes: 200 tons- 299 tons, or $66.15 7A 3K 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or 300' $66.80 7A 3K 8X View L of boom including jib with attachments ` King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8X View _ Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $60.98 7A 3K 8X View Under l King Power Equipment Operators Cranes: Friction cranes through $66.15 7A 3K 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $63.76 7A 3K 8X View attachments, A-frame over 10 tons King Power Equipment Operators Crusher $64.261 7A 3K 8X View King Power Equipment Operators Deck Engineer/Deck Winches $64.26 7A 3K 8X View — (power) — — — King Power Equipment Operators Derricks, On Building Work $64.83 7A 3K 8X View King Power Equipment Operators Dozers D-9 Et Under $63.76 7A 3K 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X View — Crane Mount King Power Equipment Operators Drilling Machine $65.48 7A 3K 8X View King Power Equipment Operators Elevator And Man-lift: Permanent $60.98 7A 3K 8X View And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $64.26 7A 3K 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over With $63.76 7A 3K 8X View Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X View Attachments King Power Equipment Operators Grade Engineer: Using Blue $64.26 7A 3K 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $60.98 7A 3K 8X View King Power E uipment Operators Guardrail Punch $64.26 7A 3K 8X View King Power Equipment Operators $64.83 7A 3K 8X View —httDs:Hfortress.wa.00v/InWwaaelookun/nrvWaoelnnki,n_a-,nx 7/1 r./?n14 Page 8 of 16 Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over King Pawer Equipment Operators Hard Tail End Dump Articulating $64.26 7A 3K 8X View _ Off-road Equipment Under 45 - Yards _ King Pawer Equipment Operators Horizontal/Directional Drill $63.76 7A 3K 8X View Locator _ King Power Equipment Operators Horizontal/Directional Drill $64.26 7A 3K 8X View Operator _ King Power Equipment Operators Hydralifts/Boom Trucks Over 10 $63.76 7A 3K 8X View Tons ` King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons $60.98 7A 3K 8X View And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $65.48 7A 3K 8X View Over - King Power Equipment Operators Loader, Overhead, 6 Yards. But $64.83 7A 3K 8X View - Not Including 8 Yards _ King Power Equipment Operators Loaders, Overhead Under 6 Yards $64.26 7A 3K 8X View _ King Power Equipment Operators Loaders, Plant Feed $64.26 7A 3K 8X View King Power Equipment Operators Loaders: Elevating Type Belt $63.76 7A 3K 8X View King Power Equipment Operators Locomotives, All $64.26 7A 3K 8X View King Power Equipment Operators Material Transfer Device $64.26 7A 3K 8X View - King Power Equipment Operators Mechanics, All (leadmen - $0.50 $65.48 7A 3K 8X View _ Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $64.83 7A 3K 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $64.83 7A 3K 8X View _ Drill, Boring, Road Header And/or _ Shield King Power Equipment Operators Oil Distributors, Blower $60.98 7A 3K 8X View Distribution Et Mulch Seeding Operator _ King Power Equipment Operators Outside Hoists (Elevators And $63.76 7A 3K 8X View Manlifts), Air Tuggers, Strato rKing Power Equipment Operators Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X View �. Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8X View And Over �- King Power Equipment Operators Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X View - Through 99 Tons King Power Equipment Operators Pavement Breaker $60.981 7A 3K 8X View _ King Power Equipment Operators Pile Driver (other Than Crane $64.26 7A 3K 8X View Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8X View ^ King Power Equipment Operators Posthole Digger, Mechanical $60.98 7A 3K 8X View King Power Equipment Operators Power Plant $60.98 7A 3K 8X View King Power Equipment Operators Pumps - Water $60.98 7A 3K 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X View ^ King Power Equipment Operators Quick Tower - No Cab, Under 100 $60.98 7A 3K 8X View r- Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $64.83 7A 3K 8X View Rubber Tired Earth Moving Equipment _ King Power Equipment Operators Rigger and Bellman $60.98 7A 3K 8X View King Power Equipment Operators $63.76 7A 3K 8X View kf+nc• //fnri-rocc AAI7 nn%//Ini/%n acres 7/1 ,/7(11 Q Page 9 of 16 Rigger/Signal Person, BeRman (Certified) ,King Power Equipment Operators Rollagon $64.83 7A 3K 8X View King Power Equipment Operators Roller, Other Than Plant Mix $60.98 7A 3K 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X View Materials L King Power Equipment Operators Roto-milt, Roto-grinder $64.261 7A 3K 8X View King Power Equipment Operators Saws - Concrete $63.76 7A 3K 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 $64.26 7A 3K 8X View Yards King Power Equipment Operators Scrapers - Concrete Er Carry All $63.76 7A 3K 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X View And Over King Power Equipment Operators Service Engineers - Equipment $63.76 7A 3K 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $60.98 7A 3K 8X View King Power Equipment Operators Shovel , Excavator, Backhoe, $63.76 7A 3K 8X View Tractors Under 15 Metric Tons - King Power Equipment Operators Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X View 30 Metric Tons To 50 Metric Tons _ King Power Equipment Operators Shovel., Excavator, Backhoes, $64.26 7A 3K 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $65.48 7A 3K 8X View Over 50 Metric Tons To 90 Metric Tons ' King Power Equipment Operators Shovel, Excavator, Backhoes: $66.15 7A 3K 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $64.83 7A 3K 8X View King Power Equipment Operators Spreader, Topsider Et Screedman $64.83 7A 3K 8X View King Power Equipment Operators Subgrader Trimmer $64.26 7A 3K 8X View King Power Equipment Operators Tower Bucket Elevators $63.76 7A 3K 8X View King Power E ui meat Operators Tower Crane Up To 175' In Height $65.48 7A 3K 8X View Base To Boom King Power Equipment Operators Tower Crane: over 175' through $66.15 7A 3K 8X View 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in height $66.80 7A 3K 8X View from base to boom King Power Equipment Operators Transporters, All Track Or Truck $64.83 7A 3K 8X View Type I - - -- 'King Power Equipment Operators Trenching Machines $63.76 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/driver - 100 $64.26 7A 3K 8X View Tons And Over King Power Equipment Operators Truck Crane Oiler/Driver Under $63.76 7A 3K 8X View 100 Tons _ King Power Equipment Operators Truck Mount Portable Conveyor $64.26 7A 3K 8X View _ King Power Equipment Operators Welder $64.83 7A 3K 8X View King Power Equipment Operators Wheel Tractors, Farman Type $60.98 7A 3K SX View King Power Equipment Operators Yo Yo Pay Dozer $64.26 7A 3K 8X View King Power Equipment Operators- Asphalt Plant Operators $64.83 7A 3K 8X View _ Underground Sewer Et Water - - - King Power Equipment Operators- Assistant Engineer $60.98 7A 3K 8X View Underground Sewer Et Water - - - '" King Power Equipment Operators- Barrier Machine (zipper) $64.26 7A 3K 8X View _ Underground Sewer Et Water - - - King Batch Plant Operator, Concrete $64.26 7A 3K 8X View -hffnq://fnrfrPcq XAia nnv/Ini/%Aianalnnhiin/nrv\A/anAlnnl-iin ncnv 7/1C/7010 Page 10 of 161 Power Equipment Operators- Underground Sewer Et Water King Power Equipment Operators- Bobcat $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $60.98 7A 3K 8X View Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $60.98 7A 3K 8X View ^ Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $64.83 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $60.98 7A 3K 8X View Underground Sewer it Water King Power Equipment Operators- Concrete Finish Machine - Laser $60.98 7A 3K 8X View Underground Sewer a Water Screed .. King Power Equipment Operators- Concrete Pump - Mounted Or $63.76 7A 3K 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $64.83 7A 3K 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $64.26 7A 3K 8X View Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $63.76 7A 3K 8X View Underground Sewer Et Water " King Power Equipment Operators- Cranes friction: 200 tons and over $66.80 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 tons through 199 $65.48 7A 3K 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8X View Underground Sewer Et Water With Attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $66.15 7A 3K 8X View Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or 300' $66.80 7A 3K 8X View Underground Sewer Et Water of boom including jib with -- attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8X View ' Underground Sewer Et Water Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $60.98 7A 3K 8X View Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes through $66.15 7A 3K 8X View Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $63.76 7A 3K 8X View Underground Sewer Et Water attachments, A-frame over 10 tons King Power Equipment Operators- Crusher $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $64.26 7A 3K 8X View Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $64.83 7A 3K 8X View Underground Sewer Et Water L.{-4---. /IC--4- r..../1..7/.., .r-1....1­ /..r.AA/-,.,..I....L..r -, -.,.. -7/1C/7(110 Page 11 of 16 King Power Equipment Operators- Dozers D-9 Et Under $63.76 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X View l Underground Sewer Et Water Crane Mount King Power Equipment Operators- Drilling Machine $65.48 7A 3K 8X View Underground Sewer Et Water l' King Power Equipment Operators- Elevator And Man-lift: Permanent $60.98 7A 3K 8X View L Underground Sewer Et Water And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $64.26 7A 3K 8X View Underground Sewer Et Water Gamaco Et Similar Equipment `" :King Power Equipment Operators- Forklift: 3000 Lbs And Over With $63.76 7A 3K 8X View l Underground Sewer Et Water Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X View _ Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $64.26 7A 3K 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating $64.83 7A 3K 8X View Underground Sewer Et Water Off- Road Equipment 45 Yards. Et `• '' Over King Power Equipment Operators- Hard Tail End Dump Articulating $64.26 7A 3K 8X View Underground Sewer Et Water Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $63.76 7A 3K 8X View Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/Directional Drill $64.26 7A 3K 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/Boom Trucks Over 10 $63.76 7A 3K 8X View Underground Sewer Et Water Tons King Power Equipment Operators- Hydralifts/Boom Trucks, 10 Tons $60.98 7A 3K 8X View Underground Sewer Et Water And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $65.48 7A 3K 8X View Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. But $64.83 7A 3K 8X View — Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 Yards $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders, Plant Feed $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $63.76 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $64.26 7A 3K 8X View Underground Sewer Et Water — — — `King Power Equipment Operators- Material Transfer Device $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $0.50 $65.48 7A 3K 8X View Underground Sewer Et Water Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Graders $64.83 7A 3K 8X View Underground Sewer Et Water — — — King Power Equipment Operators- Mucking Machine, Mole, Tunnel $64.83 7A 3K 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equi ment Operators $60.98 7A 3K 8X View �' Underground Sewer Et Water — — — `"httDs://fortress.wa.nnv/lni/wanpinnkiin/nrvV\/anpinnL-iin acnx 7/1 r,/')n14 Page 12 of 16 Oil Distributors, Blower Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators And $63.76 7A 3K 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato ^ King Power Equipment Operators- Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X View Underground Sewer Et Water Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8X View Underground Sewer Et Water And Over King Power Equipment Operators- Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X View Underground Sewer Et Water Through 99 Tons King Power Equipment Operators- Pavement Breaker $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $64.26 7A 3K 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under 100 $60.98 7A 3K 8X View Underground Sewer Et Water Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $64.83 7A 3K 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $63.76 7A 3K 8X View Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $64.83 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $64.26 7A 3K 8X View ' Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $63.76 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 $64.26 7A 3K 8X View Underground Sewer Et Water Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $63.76 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X View —� Underground Sewer Et Water And Over King Power Equipment Operators- Service Engineers - Equipment $63.76 7A 3K 8X View Underground Sewer Et Water " King Power Equipment Operators- Shotcrete/Gunite Equipment $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $63.76 7A 3K 8X View Underground Sewer Et Water Tractors Under 15 Metric Tons hF�roc• //fnr�rocc %AIM nnv/Ir�i/�ni�nolnnLi�n/r�rv�A/�nolnnLi�n 7cnv 7/1 r,/')(11 Q Page 13 of 16 King Power Equipment Operators- Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X View Underground Sewer Et Water 30 Metric Tons To 50 Metric Tons I King Power Equipment Operators- Shovel, Excavator, Backhoes, $64.26 7A 3K 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $65.48 7A 3K 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $66.15 7A 3K 8X View Underground Sewer Et Water Over 90 Metric Tons King Power E_quiaMfnL0perators- Stipform Pavers $64.83 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et Screedman $64.83 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $64.26 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $63.76 7A 3K 8X View Underground Sewer & Water King Power Equipment Operators- Tower Crane Up To 175' In Height $65.48 7A 3K 8X View Underground Sewer Et Water Base To Boom King Power Equipment Operators- Tower Crane: over 175' through $66.15 7A 3K 8X View Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in height $66.80 7A 3K 8X View Underground Sewer Et Water from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $64.83 7A 3K 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $63.76 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $64.26 7A 3K 8X View Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/Driver Under $63.76 7A 3K 8X View Underground Sewer Et Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $64.26 7A 3K 8X View Underground Sewer Et Water I King Power Equipment Operators- Welder $64.83 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmatl Type $60.98 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $64.26 7A 3K 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $49.96 5A 4A View Trimmers King Power Line Clearance Tree Spray Person $47.37 5A 4A View Trimmers King Power Line Clearance Tree Tree Equipment Operator $49.96 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer $44.57 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A View Trimmers King Refrige ration Et Air Conditioning Journey Level $81.01 6Z 1G View Mechanics King Residential Brick Mason Journey Level $57.321 5A 1M View King Residential Carpenters Journey Level $32.06 1 View King Residential Cement Masons Journey Level $29.25 1 View King Residential Drywall Applicators Journey Level $45.05 5D 4C View King Residential Drywall Tapers Journey Level $45.19 5P 1E View httDS://fortress.wa.oov/1 ni/wanpinnki in/nrv\A/;;nPInr)L-i in acne 7/1 a Page 14Of16 King Residential Electricians Journey Level $36.011 1 View King Residential Glaziers Journey Level $43.001 7L 1 H ViewKing Residential Insulation Applicators Journey Level $29.871 1 View ~ King Residential Laborers Journey Level $26.18 1 View King Residential Marbte Setters Journey Level $27.38 View King Residential Painters Journey Level $27.80 View King Residential Plumbers Et Journey Level $39.43 View Kin ~- ~~ _ ~^ -~ Residential Refrigeration Et Air Journey Level $51.37 5A 1G ViewKing Residential Sheet Metal Workers Journey Level (Field or Shop) $50.01 7F 1R View ~. r~ King ~. King Residential Journey Level $48.18 5C 2R View - _ King Residentiat Stone Masons Journey Level $57.32 5A 1M View �King Residential Terrazzo Workers Journey Level $52.611 _ KingFinishers _ King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $53.27 5A 3H View King Roofers Using Irritable Bituminous $56.27 5A 3H View Materials _ _ - .`.. _ Kin - - _ ~� ~� _ _ _ King Shipbuilding Et Ship Repair New Construction Carpenter $36.36 7V 1 View King New Construction Crane Operator $36.36 7V 1 View King Shipbuilding a Ship Repair New Construction Electrician $36.361 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $73.58 5-1 4H View Insulator King Shipbuilding Et Shi2 Repair New Construction Laborer $36.36 7V 1 View King Shipbuilding Et_Shig_Repair New Construction Machinist $36.36 7V 1 View King Shi2buildinLa Shi2_Repair New Construction Operating $36.36 7V 1 View Engineer _ -''�,King Shipbuilding, Et Ship Repair New Construction Pipefitter $36.36 7V 1. View ~~ Xing Shipbuilding Et Ship Repair New Construction Rigger $36.36 7V View King Shipbuilding Et Ship Repair New Construction Sheet Metal $36.36 7V 1 View King Shipbuilding F± Ship Repair New Construction Shipfitter $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction $36.36 7V 1 View Warehouse/Teamster King Shipbui[ding Et Ship Repair New Construction Welder $36.36 7V 1 View Burner _ ~� � _ m -- "". '- King Shipbuilding Et Ship Repair Ship Repair Crane Operator $44.06 7Y 4K View, Et Ship Repair Ship Repair Electrician $44.95 7X 4-1 View King Shipbuilding _ King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost Insulator $73.58 5J 4H View King Shipbuilding Et Ship Repair Ship Repair Laborer $44.95 7X 4-1 View King _ King - .~.g Shipbuilding Et Ship Repair Ship Repair Painter $44.95 7X 4J ViewKing Shipbuilding Et Shi Repair Ship Repair Pipefitter $44.95 7X 4-1 View _ k*",' //*",+-.� in =="" 7/1r,/7O10 Page 15 of 16 King Shipbuilding_Et Ship Repair Ship Repair Rigger $44.951 7X 4J I View King Shipbuilding Et ShipRepair Ship Repair Sheet Metal $44.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $44.95 7X 4J View ----------=-- King Shipbuilding Et Ship Repair Ship Repair Warehouse $44.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $49.70 0 1 View King Sign Makers Et Installers (Non- Journey Level $31.52 0 .1 View _ Electrical} King Soft Floor Layers Journey Level $49.43 5A 3J View King Solar Controls For Windows Journey Level $12.44 1 View .Ki King Sprinkler Fitters (Fire Protection) Journey Level $78.39 5C ix View King Stage Rigging Mechanics (Non Journey Level $13.23 1 View Structural King Stone Masons Journey Level $57.32 5A im View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site $62.71 7A 3K 8X View Surveyor King Surveyors Assistant Construction Site $62.71 7A 3K 8X View Surveyor King Surveyors Chainman $58.93 7A 3C 8P View King Surveyors Construction Site Surveyor $63.76 7A 3K 8X View King Telecommunication Technicians Journey Level $50.57 7E 1E View King Telephone Line Construction - Cable Splicer $41.22 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $23.12 5A 2B View Outside King Telephone Line Construction - Installer (Repairer) $39.53 5A 2B View Outside I King Telephone Line Construction - Special Aparatus Installer 1 $41.22 5A 2B View Outside King Telephone Line Construction - Special Apparatus Installer 11 $40.41 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $41.22 5A 2B View Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $38.36 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $38.36 5A 2B View Outside I King Telephone Line Construction - Television Groundperson $21.92 5A 2B View Outside King Telephone Line Construction - Television Lineperson/insta[Ler $29.13 5A 2B View Outside King Telephone Line Construction - Television System Technician $34.68 5A 2B View Outside I King Telephone Line Construction - Television Technician $31.18 5A 2B View Outside King Telephone Line Construction - Tree Trimmer $38.36 5A 2B View Outside King Terrazzo Workers Journey Level $52.61 5A im View iii King Tile Setters Journey Level $52.61 5A -1 M View King Tile,Marble Et Terrazzo Finishers Finisher $43.44 5A 1B View King Traffic Control Stri Stripers Journey Level $46.23 7A 1K View httDs:Hfortress.wa.ciov/1 n i/wanplonki i n/nrvVV,;nplr)ni,-i in A-,ny 7/1 c;/,)nl a King Truck Drivers Asphalt Mix Over 16 Yards 1 $58.561 �D Page 16Of16 — � View— King.King Truck Drivers Dump Truck Et Traiter $58.56 5D 3A 8L View _ King Truck Drivers Other Trucks $58.56 5D 3A 8L View King Truck Drive[��� Transit Mix $58.56 5D 3A 8L View King WeR Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 View Installers _ � � Kin~ Well Drillers Et IrriRation Pump Oiler $12.97 1 ViewInstallers King WeU Drillers Et Irrigation Pump YVeUDriiler $18.00 1 View Installers _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � _ � � � _ _ � _ _ _ _ _ _ _ — �..//.//...-~./..�. .—/"..m/=""/""Iz. ." =="" 7/1c/,)nl a Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. `. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight (8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday `, shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. NW F. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, `► shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. 1. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double �., the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. `. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. 16W M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double ,% the hourly rate of wage. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. ,%W All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ` 1 �%. Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 _ Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. ^ ^ Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) ^ hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall ^ be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. ^ R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. ^ ^ S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime ^ hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day .� shall be paid at three times the hourly rate of wage. ^ U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. ^ ^ V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. ^ W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid ^ at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. ^ ^ Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 ^ workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or ^ 40 hours during that workweek.)All hours worked Monday through Saturday over twelve (12) hours and all hours ^ worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. ^ Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All ^ hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. ^ ^ 2 ^ ^ `/ t. Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 �- Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE `- PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. `r H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. �.. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or �. outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours(12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and �. midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. %W C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. �.. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 %W Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 ^` ^ Overtime Codes Continued ^ ^ 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid ^ at double the hourly wage rate. .� F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on ^ Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and 'IN one-half times the hourly rate of wage including holiday pay. ^ H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at .� two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. ''N ^ I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work ^ week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. ^ However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the ^ hourly rate of wage. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on ^ Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ^ K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when ^ four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly ^ rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. ^ ^ After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation ^ of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. AN 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. AIN A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly ^ rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. ^ B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. ^ C. On Monday through Friday, the first four(4) hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve (12)hours of work shall be paid at ^ one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked ^ on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 ^ ^ Benefit Code Key— Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly �. rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. `, EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants,industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: "4W The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times �► the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays `, and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. `.. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- `, day,ten hour work week,and Saturday shall be paid at one and one half(1!/2)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. `- G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked L Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. `w H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. `, 1. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours `' worked on Sundays and holidays shall be paid at double the hourly rate of wage. `. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All '%W hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all %W hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. 5 %W Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 _ 4. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on a Saturday in excess of twelve(12)hours shall be paid at double the hourly rate of pay. All hours �. worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9)hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays,and all work performed between the hours of midnight(12:00 AM)and eight AM(8:00 AM) every day shall be paid at double the hourly rate of wage. ^ O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of ^ wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. ^ ^ P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. ^ Q. The first four(4)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at ^ double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage,so long as Saturday is ^ the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ^ ^ S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. ^ T. The first two(2)hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten(10)hours per day shall be paid at double the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.For work on Saturday which is scheduled prior to the end of shift on Friday,the first six(6)hours work shall be paid at one and one-half times the hourly rate of wage,and all hours over(6)shall be paid double the hourly rate of wage.For work on Saturday which was assigned following the close of shift on Friday,all work shall be paid at double the hourly rate of wage. U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather,then the first eight(8)hours on Saturday may be paid the regular rate.)All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ^ ^ Holiday Codes '1 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). ^ 6 ^ Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holidav Codes Continued 5. C. Holidays:New Year's Day, Presidents' Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). `r H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). 1. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day �. (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day, Luther King Jr.Day, Day,Independence Da �Labor Day,Thanksgiving '`, Day,Friday after Thanksgiving Day,And Christmas Day(8). %.., N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, `. Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). L T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the ` Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). ` E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, .. Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- ... 7 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Day On Christmas Eve Day. (9 1/2). _ Holidav Codes Continued ` 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). I. Paid Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). '"� Z. Holidays:New Year's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be '—N considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. ., B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and ^ Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as ^ a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. AIN C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be lolA observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. loIN D. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a .1 Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after "IN Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be .� observed as a holiday on the preceding Friday. ^ G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. ^ 8 ^ ^ ^ %W L.. Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued 7. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). ,%. Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which ,%W falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day �. after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's_Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on 1%. a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. �• R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, %W Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed %W as the holiday. If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. �., S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9).If any of the listed holidays �' falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. %W %W 9 %W Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holidav Codes Continued 7. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly.Any holiday which falls on a Saturday shall be observed _ as a holiday on the preceding Friday. V. Holidays:New Year's Day,President's Birthday,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New ^ Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered ^ a holiday and compensated accordingly. n ^ W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day,Independence Day, ^ Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after .� Christmas day.If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday ^ will be taken on the next normal workday. ^ Y. Holidays: New Year's Day, Presidents' Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,the ^ Friday after Thanksgiving Day,and Christmas Day. (8)If the holiday falls on a Sunday,then the day observed by the ^ federal government shall be considered a holiday and compensated accordingly. ^ Z. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day, Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the ^ preceding Friday. ^ 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after ., Thanksgiving Day,the day before Christmas Day and Christmas Day. (8)Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays:New Year's Day,Martin Luther King Jr. Day,President's Day,Memorial Day, Independence Day, Labor _ Day,Veteran's Day,Thanksgiving Day,and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after _ Thanksgiving Day,the day before Christmas Day and Christmas Day. (8) D Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,Christmas Day,and the day after Christmas. 10 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Note Codes 1. 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00,Class B Suit: $1.50, Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the ,%W State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. %r S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting `' or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana, or Idaho. This classification is only effective on or after August 31, 2012. N%. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for %W underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer"work(break open a cut,build road, etc.)more than one hundred fifty(150) feet above grade elevation `. receive an additional$0.50 per hour. `. %W %W 11 %W Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. .� Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet.Over 15 l'to 220'-$4.00 per foot for each foot over 220 feet. Over 22 F-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance. 25'to 300' -$1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'. Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters.The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium:Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a 1—N government agency or the contract specifications requires that work can only be performed outside the normal 5 am .� to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 12 '�