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HomeMy WebLinkAbout000806 Original Contract City of Port Angeles Record # 000806 PUBLIC WORKS CONTRACT "OR KS ❑ Request for Bid ® Contract Contract Title: Valley Substation Fencing Repair Project Number: CL01-2013 THIS CONTRACT is entered into the date last below written between the CITY OF PORT ANGELES, WASHINGTON ("CITY") AND S313 CONSTRUCTION INC WASHINGTON ("CONTRACTOR"). 1. WORK BY CONTRACTOR The Contractor shall perform the work as described in Attachment"A"(Attachment"A"may include Contractor's Proposal, Scope of Work, Statement of Work, Plans, Specifications, and any other related Contract Documents) which is attached hereto and by this reference is incorporated herein. 2. TERM OF CONTRACT All work under this Contract is to be completed as indicated (check one): ® All work under this Contract is to be completed by this date: December 31, 2014 ❑ All work under this Contract is to be completed 20 days from the Notice to Proceed. No work is to be performed prior to written Notice to Proceed by the City. (See attachment A for specific schedule for work). ❑ The performance period under this Contract commences_calendar days after notice to proceed and ends (xx days thereafter or after contract award). 3. PAYMENT A. The City shall pay the Contractor for the work performed under this contract(check one): ❑ Force Account -Time and material, not to exceed: $ ❑ Force Account-Time and actual expenses incurred, not to exceed: $ ❑ Force Account- Unit prices set forth in the Contractor's bid or quote, not to exceed: $ ® Firm Fixed Price set forth in Contractor bid or quote in the amount of: $ 21,463.20 The Contractor shall do all work and furnish all tools, materials, and equipment, in accordance with and as described in the Attachment "A". The Contractor shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof; except those indicated to be furnished by the City of Port Angeles in Attachment A. B. The Contractor shall maintain time and expense records, which may be requested by the City. The contractor shall submit invoices to the City for payment for work performed. All invoices must reference the City's contract number. Invoices shall be in a format acceptable to the City. C. The City shall pay all invoices from the Contractor by mailing a City warrant within 30 days of receipt of a properly completed invoice. D. All records and accounts pertaining to this Contract are to be kept available for inspections by representatives of the City for a period of three (3) years after final payment. Copies shall be made available to the City upon request. Project# CL01-2013 Page 1 Rev. 8/30/2011 E. If during the course of the Contract, the work rendered does not meet the requirements set forth in the Contract, the Contractor shall correct or modify the required work to comply with the requirements of this Contract. The City shall have the right to withhold payment for such work until it meets the requirements of the Contract Documents. 4. RESPONSIBILITY OF CONTRACTOR A. Safety. Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and local regulations, ordinances and codes. Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and the public and shall post danger signs warning against known or unusual hazards. B. Correction of Defects. Contractor shall be responsible for correcting all defects in workmanship and/or materials discovered within one year after acceptance of this work. When corrections of defects are made, Contractor shall be responsible for correcting all defects in workmanship and/or materials in the corrected work for one year after acceptance of the corrections by the City. The Contractor shall start work to remedy such defects within seven (7) days of mailing notice of discovery thereof by City and shall complete such work within a reasonable time. In emergencies where damage may result from delay or where loss of service may result, such corrections may be made by the City, in which case the cost shall be borne by the Contractor. In the event the Contractor does not accomplish corrections at the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. C. Warranty. Contractor shall be liable for any costs, losses, expenses or damages including consequential damages suffered by the City resulting from defects in the Contractors work including, but not limited to, cost of materials and labor expended by the City in making emergency repairs and cost of engineering, inspection and supervision by the City. The Contractor shall hold the City harmless from any and all claims which may be made against the City as a result of any defective work and the Contractor shall defend any such claims at its own expense. Where materials or procedures are not specified in the Contract Document, the City will rely on the professional judgment of the Contractor to make appropriate selections. D. Nondiscrimination/Affirmative Action. Contractor agrees not to discriminate against any employee or applicant for employment or any other persons in the performance of this Contract because of race, creed, color, national origin, marital status, sex, age or handicap, or other circumstances as may be defined by federal, state or local law or ordinance, except for a bona fide occupational qualification. Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by Contractor setting forth the provisions of the nondiscrimination clause. E. Employment. Any and all employees of the Contractor, while engaged in the performance of any work or services required by the Contractor under this Contract, shall be considered employees of the Contractor only and not of the City. Any and all claims that may arise under the Workers Compensation Act on behalf of said employees, while so engaged, and all claims made by a third party as consequence of any negligent act or omission on the part of the Contractor's employees, while so engaged on any of the work or services provided or rendered herein, shall not be the obligation of the City. S. COMPLIANCE WITH LAWS The Contractor shall comply with all federal, state and local laws and regulations applicable to the work done under this Contract. Any violation of the provisions of this paragraph shall be considered a violation of a material provision of this Contract and shall be grounds for cancellation, termination or suspension of the Contract by the City, in whole or in part, and may result in ineligibility for further work for the City. 6. TERMINATION OF CONTRACT A. This Contract shall terminate upon satisfactory completion of the work described in Attachment "A" and final payment by the City. Project# CLO1-2013 Page 2 Rev. 8/30/2011 B. The City may terminate the Contract and take possession of the premises and all materials thereon and finish the work by whatever methods it may deem expedient, by giving 10 days written notice to the Contractor, upon the occurrence of any one or more of the events hereafter specified. 1. The Contractor makes a general assignment for the benefit of its creditors. 2. A receiver is appointed as a result of the insolvency of the Contractor. 3. The Contractor persistently or repeatedly refuses or fails to complete the work required herein. 4. Contractor fails to make prompt payment to subcontractors for material or labor. 5. Contractor persistently disregards federal, state or local regulations and ordinances. 6. Contractor persistently disregards instructions of the Contract Administrator, or otherwise substantially violates the terms of this Contract. 7. The City determines that sufficient operating funds are not available to fund completion of the work contracted for. C. In the event this Contract is terminated by the City, Contractor shall not be entitled to receive any further amounts due under this Contract until the work specified in Attachment "A" is satisfactorily completed, as scheduled, up to the date of termination. At such time, if the unpaid balance of the amount to be paid under this Contract exceeds the expense incurred by the City in finishing the work, and all damages sustained by the City or which may be sustained by reason of such refusal, neglect, failure or discontinuance of employment, such excess shall be paid by the City to the Contractor. If the City's expense and damages exceed the unpaid balance, Contractor and his surety shall be jointly and severally liable therefore to the City and shall pay such difference to the City. Such expense and damages shall include all legal costs incurred by the City to protect the rights and interests of the City under the Contract, provided such legal costs shall be reasonable. 7. OWNERSHIP OF DOCUMENTS A. On payment to the Contractor by the City of all compensation due under this Contract, all finished or unfinished documents and material prepared by the Contractor with funds paid by the City under this Contract shall become the property of the City and shall be forwarded to the City upon its request. B. Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City or by court order. 8. CLAIMS Any claim against the City for damages, expenses, costs or extras arising out of the performance of this Contract must be made in writing to the City within thirty days after the discovery of such damage, expense or loss, and in no event later than the time of approval by the City for final payment. Contractor, upon making application for final payment, shall be deemed to have waived its right to claim for any other damages for which application has not been made, unless such claim for final payment includes notice of additional claim and fully describes such claim. 9. GENERAL ADMINISTRATION AND MANAGEMENT The Director of the Public Works and Utilities Department or his/her designee shall have primary responsibility for the City under this Contract and shall oversee and approve all work to be performed, coordinate communications, and review and approve all invoices, under this Contract. 10. INDEMINIFICATION / HOLD HARMLESS A. The Contractor shall defend, indemnify and hold the City, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this Agreement, except for injuries and damages caused by the sole negligence of the City. B. Should a court of competent jurisdiction determine that this Agreement 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, and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is Project# CL01-2013 Page 3 Rev. 8/30/2011 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. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement. 11. INSURANCE, BONDS, &RETAINAGE A. The Contractor shall maintain insurance as set forth in Attachment B. B. Payment and performance bonds and retainage will apply in accordance with Washington State law. A retainage of 5% will then be applicable to this contract. The Contractor shall obtain payment and performance bonds in accordance with this Contract and all Attachments incorporated herein. Copies of the Bid Security Transmittal Form, Performance and Payment Bond form, and Escrow Agreement for Retained Percentage form are available from the City Engineers Office of Public Works & Utilities (Telephone 360-417-4541). Performance Bond and Retainage forms are provided in Attachment D. The party to whom the Contract is awarded will be required to execute the Contract and obtain the Performance and Payment Bond within ten (10) calendar days from the date the notice of award is delivered to the bidder. Such bond(s) shall be on the form provided by the Owner, specify the name, contact phone, and address of the surety, and shall include a power of attorney appointing the signatory of the bond(s) as the person authorized to execute it (them). On contracts of thirty-five thousand dollars or less, at the option of the contractor the City may, in lieu of the bond, retain fifty percent of the contract amount for a period of thirty days after date of final acceptance, or until receipt of all necessary releases from the department of revenue and the department of labor and industries and settlement of any liens filed under chapter 60.28 RCW, whichever is later: PROVIDED FURTHER, That for contracts of one hundred thousand dollars or less, the City may accept a full payment and performance bond from an individual surety or sureties: AND PROVIDED FURTHER, That the surety must agree to be bound by the laws of the state of Washington and subjected to the jurisdiction of the state of Washington. 12. PREVAILING WAGE This Contract is subject to the requirements of Chapter 39.12 RCW, and as it may be amended, relating to prevailing wages. On Public Works projects, funded in part or in whole with Federal funds, Federal wages laws and regulations shall also be applicable. NO WORKER, LABORER OR MECHANIC EMPLOYED IN THE PERFORMANCE OF ANY PART OF THIS CONTRACT SHALL BE PAID LESS THAN THE PREVAILING RATE OF WAGE as determined by the Industrial Statistician of the Department of Labor and Industries for the State of Washington. The schedule of prevailing wage rates for this Contract is made a part of this contract as though fully set forth herein. Prior to making any payment under this Contract, the City must receive an approved copy of the "Statement of Intent to Pay Prevailing Wages on Public Works Contracts" from the Department of Labor and Industries. It is the Contractor's responsibility to obtain and file the "Statement of Intent to pay Prevailing Wage". The Contractor shall be responsible for all filing fees. Each invoice shall include a signed statement that prevailing wages have been paid by the Contractor and all subcontractors. Following the final acceptance of services rendered, Contractor shall submit an "Affidavit of Wages Paid". For a contract award or an on-call contract work order under $2,500, and in accordance with RCW 39.12.040(2), the contractor or subcontractor is authorized to submit a combined Statement Of Intent To Pay Prevailing Wages &Affidavit Of Wages directly to the City of Port Angeles at final invoicing. Submission shall be made on the form developed by the Washington State Department of Labor and Industries and available from the City of Port Angeles Public Works and Utilities Department. In case any dispute arises as to what are the prevailing rates of wages for a specific trade, craft or occupation and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries, and his decision shall be final, conclusive, and binding on all parties involved in the dispute. 13. INTERPRETATION AND VENUE This Contract shall be interpreted and construed in accordance with the laws of the State of Washington. The Project# CLO1-2013 Page 4 Rev. 8/30/2011 venue of any litigation between the parties regarding this Contract shall be Clallam County, Washington. 14. BRANDS OR EQUAL When a special "brand or equal" is named it shall be construed solely for the purpose of indicating the standards of quality, performance, or use desired. Brands of equal quality, performance, and use shall be considered, provided Contractor specifies the brand and model and submits descriptive literature when available. Any bid containing a brand which is not of equal quality, performance, or use specified must be represented as an alternate and not as an equal, and failure to do so shall be sufficient reason to disregard the bid. 15. INSPECTION AND REJECTION All goods, services, work, or materials purchased herein are subject inspection and to approval by the City. Any rejection of goods, services, work, or materials resulting because of nonconformity to the terms and specifications of this order, whether held by the City or returned, will be at Contractor's risk and expense. 16. SUBLETTING OR ASSIGNING OF CONTRACTS Neither the City nor the Contractor shall assign, transfer, or encumber any rights, duties or interest accruing from this Contract without the express prior written consent of the other. 17. INDEPENDENT CONTRACTOR The Contractor is and shall be at all times during the term of this Contract an independent contractor and not an employee of the City. 18. EXTENT OF CONTRACT/MODIFICATION This Contract, together with the attachments and/or addenda, represents the entire and integrated Contract between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral. This contract may be amended, modified or added to only by written instrument properly signed by both parties hereto. This Contract, together with the attachments and/or addenda, represents the entire and integrated Contract between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral. This contract may be amended, modified or added to only by written instrument properly signed by both parties hereto. 19. SUBCONTRACTOR RESPONSIBILITY The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include substantially the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. The requirements of this section apply to all subcontractors regardless of tier. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: - At the time of subcontract bid submittal, have a certificate of registration in compliance with chapter 18.27 RCW; - Have a current state unified business identifier number; - If applicable, have: 1) Industrial insurance coverage for the subcontractor's employees working in Washington as required in Title 51 RCW; 2) An employment security department number as required in Tile 50 RCW; and 3) A state excise tax registration number as required in Tile 82 RCW; 4) An electrical contractor license, if required by Chapter 19.28 RCW; 5) An elevator contract license, if required by Chapter 70.87 RCW. Project# CLO1-2013 Page 5 Rev. 8/30/2011 - Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 20. COMPENSATION AND METHOD OF PAYMENT. A. The City shall pay the Contractor for work performed under this Contract as detailed in the bid, as incorporated in the Contract. B. Payments for work provided hereunder shall be made following the performance of such work, unless otherwise permitted by law and approved in writing by the City. No payment shall be made for any work rendered by the Contractor except as identified and set forth in this Contract. C. Progress payments shall be based on the timely submittal by the Contractor of the City's standard payment request form. D. Payments for any alterations in or additions to the work provided under this Contract shall be in accordance with the Request For Information (RFI) and/or Construction Change Order (CCO) process as set forth in the Project Manual. Following approval of the RFI and/or CCO, the Contractor shall submit the standard payment request form(s). E. The Contractor shall submit payment requests with a completed Application for Payment form, an example of which is included in Attachment E to this Contract. This form includes a lien waiver certification and shall be notarized before submission. Applications for payment not signed or notarized shall be considered incomplete and ineligible for payment consideration. The City shall initiate authorization for payment after receipt of a satisfactorily completed payment request form and shall make payment to the Contractor within approximately thirty (30) days thereafter. Final payment requests shall also include a Certification of Work Completion and Acceptance located in Attachment E). IN WITNESS WHEREOF, the parties have executed this Contract as of AVAUA -q , 2014. SJB CONSTRUCTION, INC. CITY OF PORT ANGELES By: C By: Printed Name: Printed Name: 9 � Title: Pre J (J e,-, Title: Address: CO So, 2-c\5 City: 'Z ?V D'D 1 Tax ID #: �` �"t � Phone Number: �L ° LA - Project# CLO1-2013 Page 6 Rev. 8/30/2011 City of Port Angeles ATTACHMENT "A" Engineering Office Public Works and Utilities Department WORK BY CONTRACTOR 360-417-4541 The contractor shall do all work and furnish all tools, materials, and equipment in order to accomplish the project described below. Unless otherwise provided for in the Statement of Work, the Contractor will be responsible for obtaining and paying for any and all permits required for this work. General Scope: Replace fencing around Valley Substation Location: Second and Valley Street, Port Angeles, Washington Site Point of Contact: Todd Eisle at 360-460-8417. Work Hours and Schedule: The contractor will be allowed to work from 7:00 AM to 3:30 PM, Mondat through Friday. Work outside of these hours may be requested from and is at the discretion of the City Engineer. Permits: None required. Refer to archaeological monitoring requirements in Specification Section 05200. Work Requirements: 1.0 Project Description Remove existing chain link fencing at Valley Substation and install new fence as described below. 2.0 Standard Specifications This contract incorporates the Washington State Department of Transportation's 2008 Standard Specifications for Road, Bridge and Municipal Construction referred to herein as the Standard Specifications and the City of Port Angeles Urban Services Standards and Guidelines(current edition). The following City of Port Angeles Specifications and Construction Standards are included as part of this Contract: Section 05200 — Chain Link Fencing and gates; MS-001 —City of Port Angeles Specification of Substation Rock. 3.0 Drawings: N/A 4.0 Scope of Work 1.1 Remove and install approximately 1000'(feet) of 3 strands barb wire for a total of 3000'(feet). 1.2 Remove and replace approximately 170'(feet) of 7'(fee) chain link fence with 3 strand barb wire. 1.3 Remove approximately 50' (feet) of existing chain link fence. 1.4 Install approximately 60' (feet) of bottom rail on existing fence 1.5 Install 2 (two) 8'x 7' isolation panels in fence. Project# CL01-2013 Page 7 Rev. 8/30/2011 5.0 Safety Substation will be de-energized by City of Port Angeles Light Operations (PALO) personnel. Contractor must coordinate with PALO and allow 2 business days for substation to be de-energized. Contractor must maintain security at the substation during fence replacement. 6.0 Observance of the Law The Contractor shall be responsible for the strict observance by his employees of the laws of the United States and the State of Washington (including State of Washington Department of Transportation regulations) and all local ordinances and regulations. The Contractor shall comply with said laws, ordinances, and regulations. 7.0 Contract Amount/Cancellation The City reserves the right to terminate the Contract at any time, for any reason. 8.0 Warranty Contractor to repair or replace arresters that fail in workmanship within the manufacturer's standard warranty period, but not less than one year from date of Substantial Completion. SECTION 05200—CHAIN LINK FENCING AND GATES PART 1 - GENERAL 1.1 SCOPE A. The work covered by this specification includes the repair, removal, and installation of new chain link fencing and gates around Valley Substation as described in paragraph 4.0 above. Furnish all labor, equipment, and materials required for this project. 1.2 STANDARDS A. Comply with the provisions of the following American Society of Testing and Materials (ASTM) codes, specifications, and standards, except as otherwise shown or specified. The latest edition of the code or standard shall govern: 1. ASTM A 90 Standard Test Method for Weight of Coating on Zinc-Coated (Galvanized) Iron or Steel Articles. 2. ASTM A 121 Standard Specification for Zinc-Coated (Galvanized) Steel Barbed Wire 3. ASTM A123 Standard specification for Zinc-Coated (Hot-Dip Galvanized) Coatings on Iron and Steel Products 4. ASTM A 392 Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric 5. ASTM A 446 Standard Specification for Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality 6. ASTM A 525 Standard Specification for General Requirements for Sheet Steel, Zinc- Coated (Galvanized) by the Hot-Dip Process 7. ASTM A 569 Standard Specification for Steel, Carbon (0.15 Maximum, Percent), Hot- Rolled Sheet Steel and Strip Commercial Quality. 8. ASTM A 570 Standard Specification for Steel, Sheet, and Strip, Carbon, Hot-Rolled Structural Quality Project# CLO1-2013 Page 8 Rev. 8/30/2011 9. ASTM A 824 Standard Specification for Metallic-Coated Steel Marcelled Tension Wire for Use with Chain Link Fence 10. ASTM F 626 Standard Specification for Fence Fittings 11. ASTM F 669 Standard Specification for Strength Requirements of Metal Posts and Rails for Industrial Chain Link Fence. 12. ASTM F 1083 Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized)Welded for Fence Structures 13. ASTM F 1234 Standard Specification for Protective Coatings in Steel Framework for Fences PART 2 - PRODUCTS 2.1 WIRE A. Fabric shall be minimum #9 USWG steel wire, helically wound and interwoven into a 2" diamond mesh with twisted and barbed selvage at top and bottom. Minimum tensile strength of the wire shall be 90,000 psi before zinc coating, and 80,000 psi after zinc coating. Fabric shall be galvanized after fabrication, Class 1, with a minimum weight of 1.20 ounces of zinc per square foot of uncoated wire surface, according to ASTM A-392, latest revision, and shall withstand a test of galvanizing according to ASTM A-90, latest revision. Top selvage shall be twisted tight, bottom selvage knuckle end closed. Fabric shall be 7 feet high. B. Barbed wire shall be made of three strands of galvanized, twisted, 12'/2 gauge carbon steel wire. Galvanizing shall be class 3, with a minimum weight of 0.80 ounces of zinc per square foot of uncoated wire surface in accordance with ASTM designation A-121, latest revision. Barbs shall be four-point pattern on approximately 5"centers. Barbs shall be 14 gauge carbon steel wire. C. The tension wire shall be#7 gauge spring coil, medium-low carbon wire of hard galvanized temper, with a type 3 weight of coating, complying with AISI specifications. 2.2 POSTS AND FITTINGS A. Line posts shall be tubular, 2-3/8" O.D., (2" IPS weighing 3.1 lbs. minimum per linear foot). They shall be of sufficient length to set T-0" minimum in a concrete footing. B. Terminal posts include end, corner, and pull posts which shall be tubular, 2-7/8" O.D., (2'/2" IPS weighing 5.79 lbs. per linear foot). Posts shall be of sufficient length to set T-0", in a concrete footing. 1) End Posts: Provide sufficient length for three strands of barbed wire. 2) Corner Posts: Provide for 45 degree barbed wire support arms. 3) Pull Posts: Provide for 45 degree barbed wire support arms. C. All intermediate or line posts shall be fitted with 45 degree barbed wire support arms with wire positioned outside the fence. Arms shall be pressed steel or malleable iron designed to hold the top rail and three strands of barbed wire, with the top strand located 12" above the fence fabric. Arms having projections to be bent down over barbed wires will not be allowed. Tubular posts shall be equipped with tops so designed as to exclude moisture from the posts. D. The top rail shall be tubular, 1-5/8" O.D., (1'/" IPS weighing 2.27 lbs. per linear foot), and shall be furnished in approximately 20 foot sections. Splices shall be 14 gauge galvanized steel, automatic centering, and be at least 6" long. E. Braces shall be tubular, 1-5/8" O.D., (1'/" IPS weighing 2.27 lbs per linear foot), and the truss rods shall be 3/8" diameter with truss tightener or turnbuckle. Project# CL01-2013 Page 9 Rev. 8/30/2011 i F. Fittings shall be galvanized malleable iron or pressed steel of the medium size and width specified below: 1) Thick Fabric Stretcher Bars: 3/"wide, '/"thick 2) Thick Fabric Tension Bands: 1"wide, 1/8" thick 3) Post Tops and Extension Arms: 14 gauge 4) Brace and Truss Bands: 1"wide, 1/8"thick 5) Top Rail Bands 1"wide, 1/8" thick 6) Bolts, Nuts, and Truss Rods: 3/8" diameter 2.3 MATERIAL AND GALVANIZING A. All materials shall be of good commercial quality carbon steel. Used, re-rolled, re-galvanized, or open seam posts or rails will not be permitted. Fabric, barbed, and tension wire shall be galvanized as previously noted, and all remaining material shall be galvanized with a minimum of 1.8 ounces of zinc per square foot of actual surface area, and shall withstand the test for this coating as specified by ASTM A-239. 2.4 GROUNDING A. Connections of fencing to grounding grid will be performed by City of Port Angeles personnel. 2.5 INSULATORS A. Insulated portions of fence shall be supported by composite or porcelain station post insulators as detailed on the drawings. Sediver#TR-202, or equal. PART 3 - EXECUTION 3.1 GENERAL A. Where indicated on the drawings, this Contractor shall cut off existing fence posts flush with concrete, and fill hollow posts with concrete so top is smooth. Existing fence fabric, post tops, barb wire, and miscellaneous fittings shall be removed. All removed material and concrete shall be disposed of off-site according to prevailing laws, ordinances, regulations, and rules, at no additional cost to the City. Contractor shall have on file a copy of the disposal permits or agreements. Excavations shall be backfilled with aggregate and compacted sufficiently to prevent erosion or settling. B. The new chain link fence shall be installed in compliance with the drawings and this specification. Installation crew shall be experienced in the erection of this type of fence. The fence shall be erected paralleling the existing lines and to the existing grades. C. New fence shall be constructed inside or outside of existing fence to maintain security during construction. North and east sides shall be inside the existing fence. South and West sides may be outside the existing fence and overhead poles. Site must be supervised whenever there are gaps in the fencing. D. Posts shall be spaced not more than 10 feet on-centers in the line of the fence. Posts shall be plumb, with tops properly graded and aligned. Corner posts shall be located at all angles of 20° or greater. Pull posts shall be placed when a grade change of more than 20° in slope or a ratio of ten to three and one half occurs. E. Pieces of fencing or other scrap materials shall be removed. Dirt from excavations and left over concrete shall be removed or deposited as instructed by the City, and the area shall be left clean and orderly. 3.2 ARCHAEOLOGICAL MONITORING Project# CLO1-2013 Page 10 Rev. 8/30/2011 A. The project will require archaeological monitoring. All excavation (ground-disturbing) activities shall require the presence of a City provided qualified archaeologist unless prior permission to excavate without archaeological monitoring is received in writing from the City Department of Community and Economic Development(DCED). Scheduling of ground disturbing activities with shall begin during the Pre-Construction Phase and clearly identified on the Contractor's schedule. The Contractor shall request archaeological monitoring through the City Project Manager at least 3 days in advance of ground disturbing activities. In order to identify, record, and protect items of archaeological, historical, or cultural importance. The on-site Archaeological Monitor(the City's designated qualified archaeologist) shall have the same powers to temporarily halt or delay construction activities for archaeological purposes as ascribed to the City Project Manager. The sum of$480 per day will be deducted from the total amount owed to the Contractor for each day of additional archaeological service that is required beyond the Contractor's number of days quoted on the bid form, exclusive of days where the discovery of items of archaeological, historical, or cultural importance extend this time. 3.3 EXCAVATION AND CONCRETE WORK A. All foundations for posts and gate catches shall be concrete with the top 6"formed. If the ground is firm enough to permit excavation of the post hole to neat lines, the concrete may be placed without forms. B. Ready-mix concrete shall have a minimum 28-day compressive strength of 3000 psi, maximum slump of four(4) inches, air content of 5% ± 1%, and water-cement ratio at time of placement of 0.53 by weight. Site-mixed concrete shall be 1:2:3 mix(one-cement, two sand, and three gravel). Maximum slump for ready-mix or site-mixed concrete shall be 4 inches. C. The top exposed surface of the concrete shall be crowned to shed water and troweled smooth. Top of concrete shall be formed in line with the sides of hole to avoid "mushrooming" of the concrete. D. Where solid rock is encountered, a hole two inches larger than the post diameter may be drilled and the post grouted into the hole with a fine mix of concrete. Minimum depth of holes in solid rock shall be 12 inches for line posts and 18 inches for end, corner, gate, and pull posts. Where solid rock is covered with an overburden of soil, the post shall be set in the solid rock to the depth as listed above and the upper portion of the hole shall be complete as a standard concrete footing. 3.4 EXTENSION ARMS AND BARBED WIRE A. All extension arms shall be firmly seated on the top of the posts with the blade portion of the arm slanting outward at forty-five degrees (45°). Three strands of barbed wire shall be installed with sufficient tension to maintain tautness during temperature changes, and shall be securely fastened to the extension arms. 3.5 TOP RAIL A. The top rail shall pass through the base of the line post tops and shall be securely fastened to terminal posts. Every fifth coupling, in 100 foot sections or longer, shall have an integral spring to compensate for contraction and expansion. 3.6 BRACING A. Braces shall be installed midway between the finished grade line and the top rail on all corner, pull, terminal, and gate posts. Bracing shall extend from these designated posts to the adjacent line posts, and be diagonally trussed from the line posts back to the base of these designated posts. The three-eighth inch (3/8")diameter truss rod shall be tensioned properly. 3.7 TENSION WIRE Project# CLO1-2013 Page 11 Rev. 8/30/2011 A. The tension wire shall be installed with sufficient tension to maintain tautness during temperature changes and installed two inches above finished grade. The tension wire shall be secured to the fabric and each line post, and shall be terminated at each corner, gate, terminal, and pull post. 3.8 FABRIC A. The fabric shall be installed only after the concrete has sufficiently cured (minimum seven days after placing), and after all framework and braces have been installed. The fabric shall be stretched taut, with its lower edge no more than two inches above finished grade. Panels of fabric shall be stretched between all terminal posts and terminated on stretcher bars, which are held by fabric bands spaced not more than 15 inches. B. Contractor shall attach fabric to the fence structure with the type of galvanized fastenings and maximum spacing listed as follows: 1. Top of Fabric to Top Rail: #9 gauge galvanized steel tie wire, 24 inch spacing. 2. Center of Fabric to Bracing: #9 gauge galvanized steel tie wire, 18 inch spacing. 3. Width of Fabric to Line Posts: #9 gauge galvanized steel tie wire, 15 inch spacing. 4. Bottom of Fabric to Tension Wire: #12 gauge galvanized steel tie wire or#11 gauge galvanized steel wire hog rings, 24 inch spacing. END OF SECTION 05200 Project# CLO1-2013 Page 12 Rev. 8/30/2011 City of Port Angeles ATTACHMENT "B" Engineering Office Public Works and Utilities Department INSURANCE 360-417-4541 INSURANCE & INDEMNITY REQUIREMENTS FOR CONSTRUCTION AND SERVICE CONTRACTS Inc ludes construction and remodeling,janitorial service, tree maintenance, road maintenance, painting, electrical work,plumbing, movers, and on site maintenance agreements. 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. No Limitation Contractor's maintenance of insurance, its scope of coverage and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the City's recourse to any remedy available at law or in equity. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. 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. 2. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors, products-completed operations, stop gap liability, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 1185 or an equivalent endorsement. There shall be no endorsement or modification of the Commercial General Liability Insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO Additional Insured endorsement CG 20 10 10 01 and Additional Insured-Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent coverage. Project# CLO1-2013 Page 13 Rev. 8/30/2011 3. Workers'Compensation coverage as required by the Industrial Insurance laws of the State of Washington. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of$1,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate and $2,000,000 products-completed operations aggregate limit. Other Insurance Provision The Contractor's Automobile Liability and Commercial General Liability insurance policies are to contain, or be endorsed to contain that they 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. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A: VII. E. 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 insurance requirements of the Contractor before commencement of the work. F. Subcontractors The Contractor shall have sole responsibility for determining the insurance coverage and limits required, if any, to be obtained by subcontractors, which determination shall be made in accordance with reasonable and prudent business practices. G. Notice of Cancellation The Contractor shall provide the City and all Additional Insureds for this work with written notice of any policy cancellation, within two business days of their receipt of such notice. H. Failure to Maintain Insurance Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the City may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole discretion of the City, offset against funds due the Contractor from the City. Project# CLOI-2013 Page 14 Rev. 8/30/2011 City of Port Angeles ATTACHMENT "C" Engineering Office Public Works and Utilities Department PREVAILING WAGE RATES 360-417-4541 Prevailing Wage Rates Information Below: 1. Washington State Prevailing Wage Rates For Public Works Contracts —Journey Level and Apprentices, Clallam County, effective 8/15/2014. 2. To access applicable prevailing rate of wage by trade, use the following Department Labor and Industries website link: http://www.lni.wa.gov/TradesLicensing/PrevWage/WageRates/default.asp 3. A copy of the applicable prevailing wage rates can be obtained by contacting Lucy Hanley at 360-417-4541 or by email, IhanleyO)cityofpa.us. A hard copy is available for viewing in person at 1703 South B Street, Port Angeles, WA. 98363. Project# CLO1-2013 Page 15 Rev. 8/30/2011 PROjJUCT 118T To Reorder: 1-800-?258380 or www.nebs.com Page No. of Pages SJB CONSTRUCTION INC. P.O. Box 2015 1139 FORKS, WA 98331 (360) 374.6001 FAX (360) 374-6002 Gan. Cont. Lie. #SJBCOi 995KN PROPOSAL SMAITTED TO PHONE DATE STRC._T JOB CITY.STATE and LIP CODE JOB LOCATI d CIA I DATE OF PLANS JOB PHONE We hereby s/u�brnit(sp cifications and estimates to 0 i\��-,.cam✓'� is � � �.r,r��, _ .�L` 4%�" .. '£�-r�_E�`'�'ti � �°��t�_ ---- F � a We Propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: ,s- ---- — — t^e��e �.�� ----- — dollars($ _ ). Payment to be made as follows: ---- ®t All material is guaranteed to be as specified, All v ork to be corrc'et d in a workmanlike marine! accoraino to standard practices. Any alteration or deviation from above specifications Authorized -l ntoh•mg extr.. costs Will CO BXw,uteJ only upon Written orders. and wili become an extra Signature chance over and above the estimate. All agreements contingent upon strikes. accidents or delays beyond our control. Oraner to carry fire, tornado and other necessary insurance. Our Note:This proposal may be workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days. Acceptance Proposal —The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the Signature work as specified.Payment will be made as outlined above.