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Home My WebLink About116-94 RESOLUTIONRESOLUTION NO. 1167 9 4 A RESOLUTION AUTHORIZING A CONTINGENCY AMOIiNT OF $354,783.00 FOR THE 36" WATER TRANSMISSION LINE AND STORAGE TANK PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council hereby approves a contingency amount of $354,783.00 for the 36" water transmission line and storage tank project. PASSED AND APPROVED this 20 h day of September , 1994. APPROVED: Traci Paul, City Clerk i i Fred Hanna, Mayor STAFF REVIEW FCRM AGENDA REQUEST _l3__ CONTRACT REVIEW GRANT REVIEW • Cos. For the Fayetteville City Council meeting of No Council Action Needed FROM: §id Norbash Encrineerina Public Works Nage D.visl:,a Department ACTION REQUIRED: Mayor's approval of Task Order Number 7 to the engineering contract with McClelland Consulting Engineers for performing the construction materials testing for the 36" Water Transmission Line project. CITY: s15.000,Cc Cost of this Request 5433 -5630 -58C8 -0o Acccurt Number 90007 Project Number BUDGET REVIEW: 5354.783 (ContinQ.) Category/Project Budget 36' Water Transn. Line Category/Project Name S64,884 Cacital Water Mains Funds Used 72 Date S289,899 Remaining Balance X Budgeted Item Budget Ccordiratcr e rcgram Narita Water & Sewer Fund Budget Adjustment Attached Admi:i.strative Services Director CONTRACT/GRANT/LEASE C I . Accountin •L REVIEW: Dty Atto ey 1 :ate :Da'. - Purchasing officer Datc GRANTING AGENCY: 1.Fel ;Jo IS1Lg. Coord:razor 1) 1.ftf� Date Date STAFF RECOMMENDATION: ---lermAted-1-06---^6- eV/ PS D:rieadn DeLe• !AldrL De Direct+r Adn'r.! s Xayc r ces 4S1/4•-• 10 kit44C-- Dtt e r Date 24/A Date C:sss Reference r:en Iter: Yes No Prev Ord/Res Y: :rig Contract ]late: a �c RESOLUTION NO. 116-94 MICROFILMED A RESOLUTION AUTHORIZING A CONTINGENCY AMOUNT OF . S.354,783.30 FOR THE 36" WATER TRANSMISSION LINE AND STORAGE TANK PROJECT. BE IT RESOLVED BY THE CITY COUNCII. OF THE CITY OF FAYETTEVILLE, ARKANSAS: Secttanj. That the City Council hereby approves a contingency amount of 5354,783 00 for the 36" water transmission line and storage tank project. PASSED AND APPROVED this 20th day of . SeRternhen :994 APPROVED: ATTEST: By: / Traci Paul, City Clerk By: 4f Hanna, Mayor _ F--.. • .... =MY ••. .•.. 1.05 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in step in sequence. Should Contract Documents, request before proceeding. 1.06 MANUFACTURERS' CERTIFICATES • full detail, including each instructions conflict with clarification from Engineer A. When required by individual Specifications Section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. 1.07 MOCKUPS Not Used. 1.08 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specification Sections, require supplier or manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to make appropriate recommendations. B. Representative shall submit written report to Engineer listing observations and recommendations. 1.09 TESTING LABORATORY SERVICES A. Owner will employ a Testing Laboratory to perform inspections. tests, and other services required by individual Specification sections. B. Owner shall pay for initial laboratory testing of earthwork, base, asphalt, and concrete. If, however, initial test fails, retesting must be paid for by the Contractor. C. Services will be performed in accordance with requirements of governing authorities and with specified standards. D. Reports will be submitted to Engineer. Owner and Contractor giving observations and results of tests, indicating compliance or non-compliance with specified standards and with Contract Documents. Section 01400 - 2 1 w A 1 1 1 1 1 1 1 J TASK ORDER NO.7 FY902103 MODIFICATION TO BASIC ENGINEERING SERVICES AGREEMENT TO PROVIDE COMPENSATION FOR CONSTRUCTION MATERIALS TESTING This Tads Order Is hereby made a part of the Basic Agreement executed November 6, 1990, between McCLEU.AND CONSULTING ENGINEERS, INC. IENGINEERJ and the CiTY OF FAYETTEVILLE (OWNER} in accordance with the provisions of that Agreement. ARTICLE 1 The OWNER authorized the ENGINEER to design a 36 -Inch water main, interconnecting mains and two water storage tanks under Task Order No. 1 and No. 2 to the Basic Agreement, as executed June 3, 1991. These facilities are currently under construction. As part of the Construction Observation process, the ENGINEER has authorized and expects to continue to authorize construction materials testing, including: 1. Compaction tests for earthwork at the tank site. 2. Compaction tests for pipeline backfill In street crossings. 3. Concrete cylinder test for structural concrete used on the project. Compensation for these additional engineering services Is not addressed In the Basic Agreement or previous Task Orders. The purpose of this Task Order Is to establish rates and a maximum fee not to be exceeded. ARTICLE 2 The compensation for these additional engineering services shall be In accordance with the attached laboratory Fee Schedule doted November 1994, with the maximum compensation not to exceed $15.000, without further authorization from the OWNER. ARTICI FI Marry of the construction materials tests have already been completed. Additional tests will be needed as constructon progresses. ARTICLE 4 IN WITNESS WHEREOF, the parties hereto each herewith subscribe the same In triplicate, 4ae, >Qt, FOR THE CITY OF FAYETTEVILLE, ARKANSAS By Magor (Name) (Thiel Dated this /HA day of rig 1995 FOR M1cCLELLAND CONSULTING ENGINEERS, INC. By: �7�//r 72e--7/,1,s....Q (��L2anet. '� (Name) (Title) Dated this /day of 1995 • • MEW McClelland Consulting Engineers, Inc. Cigaira ll ndP.O. Box 1229 • Fayetteville, Arkansas 72702-1229 • 501-443-2377 • FAX 501-443-9241 CONSTRUCTION MATERIALS LABORATORY FEE SCHEDULE NOVEMBER 1994 Page 1 of 2 GENERAL: Engineering Technician Senior Engineering Technician Consultation, Design Engineer Project Engineer Project Manager (Senior Engineer) Travel Time or Standby Time Mileage $ 30.00 $ 46.00 $ 55.00 $ 87.00 $ 85.00 As Noted $ 0.29 per hour per hour per hour per hour per hour Above per mile SOILS: In -Place Compaction Test -Nuclear Gauge (minimum of 3 per trip) Liquid Limit, Plastic Limit Plasticity Index Sieve Analysis -Washed No. 200 Sieve Analysis -Dry Soils Classification. Unified or AASHTO Laboratory Maximum Compaction Test -ASTM D 698 or AASHTO 99 Laboratory Maximum Compaction Test -ASTM D 1557 or AASHTO T 180 Potential Volume Change -Swell Pressure California Bering Ratio -CBR (including Proctor Curve) Shrinkage $ 13.50 each $ 45.00 each $ 20.00 per sieve $ 6.50 per sieve $100.00 each $100.00 each S100.00 each 6100.00 each $250.00 each $ 50 .00 each CONCRETE: Concrete Mix Design Review Concrete Mx Design Confirm Concrete Mix Design Unit Weight and Yield Confirmation Concrete Cylinder Molding Concrete Cyl•rder Pickup (Technician & Mileage) Concrete Slump Test Concrete Air Entre nment Test Compressive Strength of Concrete Test Cylinders Spare Specimens Processed but nal Tested :One stump teal per set of eeli'eer5 molded by Mcfa 1 l LANI is furnished at nil additional cosl.i AI14 $500.00 each $175.00 each *225.00 each $ 50.00 each $ 9.00 each As Noted Above $ 10.00 each $ 10.00 each $ 10.00 each S 10.00 each • • • Page 2 of 2 CONCRETE (CONTINUED): Aggregate Sieve Analysis Dry Sieve Wet Sieve Specific Gravity and Absorption of Aggregate Dry Rodded Unit Weight of Aggregate Sodium Sulfate Soundness 15 cycles) Additional Cycles $ 6.50 each $ 20.00 each $ 75.00 each $ 50.00 each $250.00 each $ 25.00 each ASPHALT: Asphalt Mix Design Review Asphalt Mix Design In -Place Compaction Test -Nuclear Gauge (minimum of 3 per trip) Marshall Test including Stability, Flow, Laboratory Density, Percent Air Voids, Percent Voids in Mineral Aggregate (3 specimens per test) Extraction including percent Bitumen and Aggregate Gradation Laboratory Density of Cored Plugs including Depth Measurement MISC.: Fireproofing Unit Weight Bonding Strength Thickness and Sampling lacteal Erre required for two technicians) Structural Stee Bolt Torque Testing (Techmcian(sl Engineer) Pneumatic Torque Wrench Calibration (twice per day) Visual Weld Inspection (Engineer) Concrete or Asphalt Cor.ng Core Machine & Technician Additional Technician, if required Compressive Strength of Concrete Cares WP:t AR raj N94 $500.00 each $150.00 each $ 13.50 each $175.00 each $125.00 each $ 18.00 each $ 15.00 each $ 25.00 each $ 30.00 per hour $ 30.00 per hour $ 65.00 per hour S 50.00 each $ 65.00 per hour S 50.00 per hour $ 30.00 per hour $ 25.00 each