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HomeMy WebLinkAboutC2019-549 - 10/14/2019 - NA TASK ORDER NO. 31 This Task Order pertains to a Master Services Agreement for Geotechnical and Construction Materials Testing by and between City of Corpus Christi, Texas (City) and Tolunay-Wonq Engineers, Inc., (Lab) dated January 16, 2018 by Motion No. M2018-005 (Agreement). Lab shall perform services on the project described below as provided in this Task Order and in the Agreement. This Task Order shall not be binding until it has been properly signed by both parties. Upon execution, this Task Order shall supplement the Agreement as it pertains to the project described below. MSA PROJECT NUMBER/NAME: 17101A Geotechnical and Construction Materials Testing TASK ORDER PROJECT NUMBER/NAME: 17101AF Geotechnical and Construction Materials Testing 1. PROJECT DESCRIPTION: 18100A Citywide Stormwater Improvements IDIQ 2. 3. SCOPE OF SERVICES—GeoTech and/or Construction Material Services to observe, test and report for the 18100A Citywide Stormwater Improvements IDIQ project, and as more fully described in Exhibit A. 4. COMPENSATION —The total amount not to exceed for this Task Order only is $43,600.00. This Task Order is approved, and Lab may proceed. All other terms and conditions of the Agreement remain in full force and effect. CITY OF CORP4,87 RI I TOLUNAY-WONG ENGINEERS, INC. JO — IILi24( /Ci Je H. Edmonds, P.E. late Don R. Rokohl, P. E. Date Director of Engineering Services Branch Manager 826 South Padre Island Drive Corpus Christi, TX 78416 (361) 884-5050 Office drokohl@tweinc.com Testing Task Order No 31 Page 1 of 3 SCANNED Accounting Unit: 3495-043 Account: 550920 Activity: 18100-A-3495-EXP Account Category: 50920 Fund Name: SW 2012B RVBD Amount: $43,600.00 Testing Task Order No.31 Page 2 of 3 TASK ORDER FUNDING REQUEST FORM CONTRACT MSA#AND TITLE: 17101A Geotechnical and Construction Materials Testing(TWE) TASK ORDER PROJECT#/TITLE: 17101 AF Geotechnical and Construction Materials Testing(TWE) REQUESTING DEPARTMENT:Engineering Services FUND NAME/FUND#-ME: ACCOUNT: ACTIVITY: 3495-043 550920 18100-A-3495-EXP CONSULTANT:TOLUNAY-WONG ENGINEERING,INC. TASK ORDER#:31 SCOPE OF WORK:SEE PROPOSAL TASK ORDER IS FOR PROJECT(S)LISTED BELOW: PROJECT# FEE PROJECT NAME 18100A S43,600.00 City Wide Storm Water Improvements IDIQ S43,600.00 Grand Total Sandra Gomez,PE PA PRINT NAME: GNATURE: henIT I 0 611 DATE: Testing Task Order No.31 Page 3 of 3 Tolunay-Wong 826 South Padre Island Drive Corpus ,Texas 7 Engineers, Inc. Phone:(361)t884-5050816 August 1,2019 City of Corpus Christi 1201 Leopard Street Corpus Christi,Texas 78401 (Via e-Mail:SandraG4@cctexas.com) Phone: (361)826-3500 Attn: Ms.Sandra L.Gomez, P.E. Re: Construction Materials Testing Services For: 18100A Citywide Stormwater Improvements IDIQ Corpus Christi,Texas City of Corpus Christi Project No. 18100A TWE Proposal No.P19-C104 Ms.Gomez: Tolunay-Wong Engineers (TWE) appreciates the opportunity to submit our proposal to provide construction materials testing and inspection services for the above referenced project. The proposed scope of services was based on the testing schedule provided in the project plans. We understand that City of Corpus Christi Task Order #31 is assigned for these services. Tolunay-Wong Engineers has established a reputation for excellence in the materials engineering field through a business philosophy based on quality professional services responsive to the needs of our clients. We thank you for the opportunity to serve you with this philosophy and your consideration for this project. Please do not hesitate to contact us,if you have any questions regarding the proposal or if additional information is needed. Respectfully submitted, Tolunay-Wong Engineers,Inc. < — _ Rene .. Rene Farias CMT Project Manager rfarias@tweinc.com Don R. Rokohl, P.E. Branch Manager drokohl@tweinc.com DRR/rf/drr Exhibit A Geotechnical Engineering•Environmental Field and Consulting Services•Construction Materials Testing•Deep Foundations Testing Page 1 of 5 • • 01)Tolunav-Wong August 1,2019 Engineers, Inc. Proposal No.P19-C104 Page 2 of 5 INTRODUCTION TWE understands the importance of this project to the City of Corpus Christi and the special needs associated with construction of a project of this type. Of particular importance is for the overall project team to be comprised of experienced professionals working together toward a common objective. This objective is to obtain a quality project, meeting the intent of the project specifications, as well as completion on schedule and within budget. From our Corpus Christi facility located at 826 South Padre Island Drive, we will provide experienced engineering technicians to perform the on-site testing and inspection services. Additionally, we meet the requirements of ASTM E-329 "Standard Practice for Inspection and Testing Agencies for Concrete, Steel and Bituminous Materials Used in Construction" regarding qualifications of the testing laboratory. Further, our Corpus Christi laboratory is accredited in construction materials testing by the American Association for Laboratory Accreditation(A2LA). WORK PLAN TWE's approach to providing materials testing services is to assign qualified engineering technicians, directed by Senior Professional Engineers, experienced in their respective disciplines. Our assigned Project Manager will provide communication, service direction, and overall project coordination. It is presumed that the contractor will be encouraged to provide their own formalized quality control program separate and apart from our acceptance inspection/testing program stated herein. We anticipate providing the majority of the required testing services for this particular project on a "part- time"basis.The anticipated services required on this project are as follows: A. In-Place Soil Compaction(nuclear method) B. Cast In-Place Portland Cement Concrete Inspection/Testing C. Hot Mix Asphalt Concrete Inspection/Testing All reports of materials tests and inspection services provided will be issued to appropriate members of the project team. In the event individual reports indicate potential problems or items of non-conformance to the project specifications,you will be contacted as soon as possible. SCOPE OF SERVICES The specific materials monitoring services and laboratory tests anticipated for this project are as follows: A. In-Place Soil Compaction(Nuclear Method) • The technician will obtain samples of soil, borrow material and/or base materials and deliver them to our laboratory facility for testing. Laboratory testing will include Moisture/Density Relationships,Atterberg Limit determinations and sieve analysis. • The technician will perform in-place compaction testing (nuclear method) at the frequency required by the project specifications to determine the moisture content and degree of compaction. Exhibit A Geotechnical Engineering.Environmental Field and Consulting Services.Construction Materials Testing*Deep Foundations Testing Page 2 of 5 4110 Tolunav-Wong August 1,2019 Engineers, Inc. Proposal No.P19-C104 Page 3 of 5 B. Cast In-Place Portland Cement Concrete Monitoring/Testing • The technician will sample the concrete in order to perform standard field tests and prepare test cylinders and/or beams in accordance with project specifications. The frequency of sampling will also be as directed by the project specifications. Standard field tests include slump, air content and temperature for normal weight concrete and will also include unit weight on all samples of lightweight concrete. • TWE will cure the test specimens and perform compressive strength tests at the age designated by project specifications. • The technician will visually estimate the slump of each load of concrete delivered and perform actual slump tests and other standard field tests when test specimens are prepared, or as necessary to evaluate concrete consistency. • The on-site technician will monitor the concrete temperature, ambient temperature, mixing time, and placement procedures. The technician will also sample concrete at the frequency specified in the project specifications. • The technician will record detailed information regarding the location of the placement, date of the placement,concrete mixture strength requirement and all other pertinent information. C. Hot Mix Asphalt Concrete Inspection/Testing • During lay down of hot mix asphalt concrete, the technician will obtain samples for laboratory testing and,as requested,obtain and record temperature of the mixture. • After lay down and compaction, the asphalt will be cored to determine and record in-place thickness, %air voids, and laboratory density. The in-place%air voids and in-place theoretical density will be determined from the asphalt cores in the laboratory. • The asphalt samples obtained during lay down will tested in the laboratory for extraction and gradation,laboratory density and stability,and maximum theoretical density(rice method). COST ESTIMATE&GENERAL NOTES In this section of the proposal you will find our cost estimate for the requested scope of services. Additional services or tests requested and not specifically addressed in this proposal will be invoiced per the standard fees set forth in the Master Services Agreement. Based on the testing schedule provided in the project construction document provided to us at this time and the anticipated construction schedule,we have established what we believe is the most realistic cost estimate for this project. Please remember that the units stated are only an estimate. Due to factors beyond our control such as weather, unforeseen conditions, contractor expertise, contractor scheduling, etc.,the cost of our services may vary from the estimated amount. We estimate the cost of the construction materials testing for the requested Scope of Services will be $43,600.00, as detailed in the following section, although all services will be invoiced on a time and materials basis. Exhibit A Geotechnical Engineering*Environmental Field and Consulting Services*Construction Materials Testing*Deep Foundations Testing Page 3 of 5 1 oluna�-11-Wong August 1.2019 Engineers, Inc. Proposal No.P19-C104 Page 4 of 5 A minimum 4-hour labor equivalent charge is applicable for all field testing and inspection services. Overtime rates for field personnel are applicable for all hours worked in excess of 8 hours per day, weekends, and holidays and are assessed at 1.5 times the standard rates. All field hours will be charged portal to portal from our Corpus Christi laboratory. All sample pick-ups will be charged travel time from portal to portal and will include associated vehicle charges.Administrative costs, Engineering consultation and evaluation in connection with field and laboratory testing services will be charged at a rate of approximately one hour for each 20 hours of field work performed. Our prices include copies of our reports distributed through e-mail in accordance with your instructions. Additional copies mailed at $0.50 per page. Direct expenses incurred in connection with the project will be invoiced at cost plus 15%for handling. Travel and lodging expenses for out of town assignments will be invoiced at cost plus 15% or $125.00 per day, whichever is greater. Our terms are net 30 days upon receipt of invoice. Invoices will be submitted on a monthly basis. COST ESTIMATE SUMMARY Description Unit Quantity Rate Extension Construction Materials Testing-Soils Standard Compaction Effort - ASTM D 698 (Proctor) - 1 Subgrade ea. 10 $160.00 $1,600.00 2 Nuclear Density Gauge, Day ea. 25 $50.00 $1,250.00 - 3 Soil Sample Pick-up ea. 10 $175.00 $1,750.00 4 Construction Materials Technician, Hr. ea. 125 $50.00 $6,250.00 - 5 Vehicle Charge ea. 25 $75.00 $1,875.00 Construction Materials Testing- Flexible Base 6 Modified Compaction Effort - ASTM D 1557 (Proctor) ea. 3 $180.00 $540.00 8 Sieve Analysis, Through No. 200 Sieve (ASTM D 422) ea. 1 $60.00 $60.00 9 Atterberg Limits - ASTM D 4318 ea. 1 $65.00 $65.00 10 LA Abrasion Loss of Limestone Base ea. 1 $550.00 $550.00 11 California Bearing Ratio- Single Point (ASTM D 1883) ea. 1 $150.00 $150.00 12 Wet Ball Mill Test ea. 1 $400.00 $400.00 13 TxDOTTriaxial Series per specimen (Tex-117E) ea. 1 $110.00 $110.00 14 Soil Sample Pick-up ea. 3 $175.00 $525.00 15 Construction Materials Technician, Hr. ea. 25 $50.00 $1,250.00 16 Nuclear Density Gauge, Day ea. 5 $50.00 $250.00 17 Vehicle Charge ea. 5 $75.00 $375.00 Construction Materials Testing- Hot Mix Asphalt Extraction/Gradation - Ignition Method (Tex-236F; 18 DOTD TR 323 and 309) ea. 10 $250.00 $2,500.00 - 19 Asphalt Content by Ignition Method (ASTM D4125, Tex ea. 10 $75.00 $750.00 236F, DOTD TR 323) Geotechnical Engineering•Environmental Field and Consulting Services•Construction Materials Testing•Deep Foundations Testing Exhibit A Page 4 of 5 �A Tolunav-Wong August 1,2019 ,I^/ 19-0104 Engineers, Inc. Proposal No.PaBe 5 of 20 Hveem Stability (three specimens/set) (ASTM D 1560, ea. 10 $85.00 $850.00 Tex-2O8F) 21 Maximum Theoretical Specific Gravity (ASTM D 2041, ea. 10 $85.00 $850.00 Tex-227F; DOTD TR 327) 22 Specific Gravity (ASTM D 188, Tex-2O7F, DOTD TR 304) ea. 10 $65.00 $650.00 23 Asphalt Coring ea. 20 $100.00 $2,000.00 24 Core Length ea. 20 $20.00 $400.00 25 Core Bulk Density (ASTM D 2726) ea. 20 $55.00 $1,100.00 26 Construction Materials Technician, Hr. ea. 40 $50.00 $2,000.00 27 Nuclear Density Gauge, Day ea, 10 $50.00 $500.00 28 Vehicle Charge ea. 10 $75.00 $750.00 Construction Materials Testing-Concrete 29 Comp. Strength of Concrete Test Cylinders (1@7, 3@28, ea. 100 $20.00 $2,000.00 & 1@Hold) 31 Concrete Sample Pick Up ea. 5 $175.00 $875.00 32 Construction Materials Technician, Hr. ea. 120 $50.00 $6,000.00 33 Vehicle Charge ea. 20 $75.00 $1,500.00 Project Management 34 Project Manager, Hr. ea. 25 $105.00 $2,625.00 35 Administrative Support, Hr. ea. 25 $50.00 $1,250.00 Total Cost Estimate $43,600.00 ASSUMPTIONS: The cost estimate is based on the following assumptions and our experience on similar projects: 1. The testing schedule provided in the project construction document and our anticipated construction schedule. Page Geotechnical Engineering*Environmental Field and Consulting Services*Construction Materials Testing*Deep Foundations Testing Exhibit A 5of5