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HomeMy WebLinkAbout001310 Original Contract City of Port Angeles CITY CLERKS COPY City of Pott Angeles Record #001310 Public Works& Utilities Dept, Engineering 51h StreLr 321 E. LIMITED PUBLIC WORKS PROCESS Port Angeles,WA 98362 Fax: 360-417-4709 F-1 Request for Quotation Z Contract Contract Title: Sidewalk Tri pBAz@rd_Removal Project Number: CON-2017-44 THIS CONTRACT is entered into the date last below written between the CITY OF PORT ANGELES, WASHINGTON ("City") AND PRECISION CQNCRETE UTTING �A NIN TCS ("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): Z All work under this Contract is to be completed by this date: N19ygirriber 22, 2017 ❑ All work under this Contract is to be completed 10 days from the Notice to Proceed. No work is to be performed prior to written Notice to Proceed by the City. The performance period under this Contract commences 10 calendar days after notice to proceed and ends(90 days thereafter or after contract award). 3. PAYMENT A. The City shall pay the Contractor for the work performed under this contract(check one): F-1 Force Account -Time and material, not to exceed: $_ R Force Account-Time and actual expenses incurred, not to exceed: Z Force Account- unit prices set forth in the Contractor's bid or quote, not to exceed: $10,OOQ F] Firm Fixed Price set forth in Contractor bid or quote in the amount of: $_ 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 as are mentioned in the specifications to be furnished by the City of Port Angeles. 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. DAll 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. 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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. 19. SUBCONTRACTOR RESPONSIBILITY A. 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. B. 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: • Industrial insurance coverage for the subcontractor's employees working in Washington as required in Title 51 RCW; • An employment security department number as required in Tile 50 RCW; and • A state excise tax registration number as required in Tile 8,2 RCW; • An electrical contractor license, if required by Chapter 19.28 RCW; • An elevator contract license, if required by Chapter 70.87 RCW. - Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12,065(3). Project#CON-2017-44 Page 5 [FORM REVISED 7/20 171 INTI WITNESS WHEREOF, the parties have executed this Contract as the date of the last signature affixed below. PRECISION CONCRETE CUTTING CITY OF PORT ANGELES By: y. Printed Name: _ eA-A— Printed Name Title: A,Q19vJL,J4 ... A— ��� Tale: r , "- ......... . Gate `1 1 1 Date: I Address: City: , 0 Tax Ill w �� _ 1300 013 Phare umber: CJ?-->k,3 . ... Project#CON-2017-44 Pap 6 [FORM REVISED T2017] City of Port Angeles ATTACHMENT "'A"' Engineering Office WORK BY CONTRACTOR Public Works and Utilities Department 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. Site Point of Contact: Eric Wheatley at 360-417-4825, Work Hours and Schedule: The Contractor will be allowed to work from 7 AM to 4:30 PM, Monday through Friday, excluding weekends and all legal holidays. Work outside of these hours may be requested from and is at the discretion of the Public Works Director. The work schedule must be approved by the Site Point of Contact prior to the start of work. Permits: None 1.0 Specifications for Trip Hazard Removal A)The Contactor shall: • Repair all sidewalk trip hazards from 1/4 inch and up to 2 inch in designated work areas. • Guarantee specified repair slope (1:8 or 1:12 base upon requirements outlined by the Americans with Disabilities Act) is achieved. If defined slope is not achieved, Contractor will repair to specifications at no additional charge within 24 hours of discovery. • Guarantee that the removed trip hazard will have a uniform appearance and texture. The finished surface shall have a coefficient of friction of at least 0.6. • Ensure the method of trip hazard removal will entail precise saw cutting performed with hand- held electric powered equipment, using flush mounted diamond segmented blades, capable of cutting at any angle. Pulverization of the concrete is not acceptable or allowed. The trip hazard repairs cannot leave ridges or grooves that could hold water and prevent drainage of rain water or irrigation. • Remove hazards completely, from one end of the raised sidewalk joint to the other if applicable, leaving an absolute zero point of differential between slabs across the full face of the raised edge. • Not use any type of"fill"material that deteriorates or breaks apart over time. • Not cause any damage to landscaping, retaining walls, curbs, sprinkler heads, utility covers or other objects or other objects adjacent to sidewalks. If the sidewalk is damaged, the Contractor must notify the Site Point of Contact immediately and damages must be repaired at the Contractor's expense within 24 hours of the time the damage occurred, • Take precautions during saw cutting operations not to disfigure, scar, or impair the health of any tree or public or private property. • Completely and immediately clean up all debris after each hazard is repaired. All costs incurred for disposal of waste materials shall be included in the unit cost and not paid for separately. • Provide proof that all concrete debris is recycled in a proper, environmentally safe manner. • Repair each sidewalk trip hazard without damage or visible markings to adjacent slab(s) or curb(s). • Submit an itemized summary of all repaired hazards which includes: * The specified hazard height—both high and low side measurement— in 8ths of an inch. * The calculated unit for measurement shall be the average depth of the trip hazard multiplied by the width resulting in an'inch-foot"total. * The total width of actual repair to the nearest 1/2 foot, * The physical location of each repair. * Itemized cost for repaired trip hazards. * A map showing GPS locations where trip hazards are located. Project#CON-2017-44 Pige 7 [FORM REVISED 7/2017] • Inch-foot shall be calculated by multiplying the average depth of the cut by the width of the cut C Example: If a trip hazard is cut 1" on one side and tapered to 0" on the other side of a full 4-foot width sidewalk, it shall be calculated as follows: (1"+ 0") / 2 X 4' = 2 inch-foot • All invoices must show the cut depth, size, length, width, address location and inch-feet calculations. • Schedule the operations so as to cause a minimum of interruption, interference or disturbance to the operation of stores, businesses, office buildings, hotels, schools, churches, etc., and allow access by pedestrians and emergency, delivery and service vehicles at all times. • Sidewalk repair equipment and all other items incidental to the work shall not be left or stored on the sidewalk or on private property. • Provide a Safety Plan. • Provide proof of an "Employee Manual" explaining instruction and giving direction on how saw cutting work is to be performed. • Traffic control shall be maintained per MUTCD during all work within the right of way. This City will provide all necessary maps pertaining to the project areas. The City may at any time add or delete saw cutting locations. 2.0 Lincoln Street Concrete Cutting Number Size Size Lineal Feet Location Inch Feet 1 0.5 0 6 Corner of 8th Street and Lincoln Street 1.5 2 1 0 8 Corner of 8th Street and Lincoln Street-Xcut 4 3 0.625 0.5 5 Corner of 8th Street and Lincoln Street 2.81 4 Corner of 8th Street and Lincoln Street 5 0.375 0 4 Corner of 8th Street and Lincoln Street 035 6 0.625 0 3 Corner of 8th Street and Lincoln Street 0.94 7 0.5 0.375 5 Front of Shirley Cafe 2.19 8 1.125 0 23 Front of Shirley Cafe-Lcut 12,94 9 0.5 0.375 5 Front of Shirley Cafe 2.19 10 0.375 0 15 Front of Shirley Cafe 2.81 11 1 0 10 Corner of Lincoln and 6th 5 12 2 0 25 Front of Mobile Gas Station 25 13 0.5 0 18 Front of Mobile Gas Station-Lcut 4.5 14 0.625 0 32 Corner of Fifth and Lincoln 10 15 0.875 0 7 Corner of Fifth and Lincoln 3.06 16 1 0 6 Corner of Fifth and Lincoln 3 17 1 0 9 Front of Maria's Mexican Restaurant 4.5 18 0.625 0.25 11 Front of Maria's Mexican Restaurant 4.81 19 0.875 0 10 Front of Maria's Mexican Restaurant 4.38 20 0.5 0 8 Near the bus stop-Safeway 2 21 0.875 0 9 Near the bus stop-Safeway 3.94 22 0.375 0 5 Near the bus stop-Safeway Xcut 0.94 23 0.625 0 11 Third and Lincoln-Lcut 3.44 24 1 0 11 Third and Lincoln 5.5 25 0.375 0 6 Front Street View Credit Union 1.13 26 0.625 0 3 Front Street View Credit Union 0.94 Project#CON-2017-44 Page 8 [FORM REVISED 7/20171 27 0.625 0 4 Corner of Lincoln and 1st 1.25 28 0.5 0 25 Corner of Lincoln and 1st 6.25 29 0.375 0 4 Corner of Lincoln 0.75 30 1 0 6 Corner of Lincoln 3 31 0.5 0 8 Corner of Lincoln 2 32 Corner of Lincoln 33 0.5 0 8 Corner of Lincoln and 1st 2 34 0.75 0 8 Corner of Lincoln and 1st 3 35 1 0 6 Corner of Lincoln and 1st 3 36 0.375 0 8 Front of Blue Star Memorial 1.5 37 0.375 0 1 5 Front of Blue Star Memorial 0.94 38 0.375 0 5 Front of Blue Star Memorial 0.94 39 0.625 0 5 Front of Blue Star Memorial 1.56 40 0.375 0 5 Front of Blue Star Memorial 0.94 41 0.875 0 5 Bicycle Repair Shop 2.19 Number Size Size Lineal Feet Location Inch Feet 42 0.5 0 5 Bicycle Repair Shop 1.25 43 1 0.625 0 5 Bicycle Repair Shop 1.56 44 1.125 0 5 Bicycle Repair Shop 2.81 45 0.625 0 13 Front of bicycle repair shop 4.06 46 0.5 0 4 Front of bicycle repair shop 1 47 Front of bicycle repair shop 48 1.125 0 5 Front of Subway 2.81 49 0.75 0.375 5 Corner of Fifth and Lincoln Street 2.81 50 0.75 0 12 Corner of Fifth and Lincoln Street-Xcut 4.5 51 Corner of Fifth and Lincoln Street 52 03 0 5 4 Corner of Fifth and Lincoln Street 1.5 53 035 0 5 Corner of Seventh and Lincoln Street 1.88 54 0.5 0 7 Corner of Seventh and Lincoln Street 135 55 1.25 0 11 Corner of 8th and Lincoln Street-Xcut 6.88 56 Corner of 8th and Lincoln Street-Xcut 57 0.625 0 7 Corner of 8th and Lincoln Street 2.19 58 0.5 0 8 Corner of 8th and Lincoln Street 2 Totals 453 178.59 *All sidewalk cutting locations are tentative and are subject to change. Project#CON-2017-44 Page 9 [FORM REVISED 7/2017] City of Port Angeles ATTACHMENT "B" Engineering Office INSURANCE Public Works and Utilities Department INSURANCE REQUIREMENTS FOR CONSTRUCTION AND SERVICE CONTRACTS Includes construction and reniodeling,janitorial service, tree maintenanc e, 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 perfonriance 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: I. 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. 1 Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and sball 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 11 85 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. 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: Project#CON-2017-44 Page 10 [FORM REVISED 7/2017] 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. PrQiect#CON-2017-44 Page 11 [FORM REVISED 7/2017] PRECI-5 OP ID: NT " GATE IMMfDoNY'Y'Y'I CERTIFICATE OF LIABILITY INSURANCE 0992697017 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 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 CONTACT NAME InfiniTeam Insurance PHONE _. �rnx 39 West 9000 South gnI 801-619 6288._...... Im,w± I $01-61976793_..._ Sandy,UT 84070 aEs. Jason Gardner INsuRER lsl AFFORDING COVERAGE .....,{ NAIC;r INSURER.A:C hIo socutiay insurance ...._..... ._.....__.,, ..,..,,,,,,_.._ �,��� Co 124087 INSURED Precision Concrete Cutting INSURER B Ohio Caauslly Irmsarranca Co.. 24074 3191 N.Canyon Rd. ............_..... .. Provo,UT 84604 INSURER c West A-erican insurance Co44393 .... „ ...___...... .. ._... GNSURER D. INsu _... ................... .... ....... ............... INSURER F COVERAGES CERTIFICATE NUMBER: 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, NOTWVITHSTANDING 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, ............... ................_ Pf7L4CY EFF ,,. Pd"ady EXP ...... ..... ...,...,_.. ...___ _ ....._...._........... TYPE OF INSURANCE POLICY NUMBER YYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 .,.r ATilAaal"T0_P"`5NTSC .. CLAWS-MADE OCCUR BKS55118722 0512192017 0592192018 PREMISES IEe occurrence) a 300,00 0 Ded. _.._ M1EC EkP rA e Persa ) a 15,00 .............. _....I . _ 1 j a PERSONAL&ADV INJURY $ 1,000,00 r GEN'L AGGREGATE LIIMw T APPLIES PER � � � i GENERAL AGGREGATE 'S 2,000,00( --- POLICY! PR f POLICYjX (L i LOC I I PRODUCTS COMP/OP Ar.G S 2,000,00( OTHER, City of Port Angeles ATTACHMENT "C" Engineering Office AWARDED BID Public Works and Utilities Department Project#CON-2017-44 Page 12 [FORM REVISED 7/20171 L oz... ,`sw vu ism MI t I Nc,,,, rfaam':'"; PI Tv1 �� , µ �aLkllk, h4 L 41g ",d. p"�I✓m'��._/l�;^'' "��',� �"",, � s�M rirl� Y,y,l, ,t4 Vf,.,,,;'4,g;,mU'rMr :. 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