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Home My WebLink AboutResolution - 2017-R0157 - Parkhill Smith & Cooper - 04/27/2017Resolution No. 2017-RO157 Item No. 6.21 April 27, 2017 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Amendment No. 4 to that certain Professional Services Agreement for Construction Phase Services concerning LBB Terminal Apron Maintenance at the Lubbock Preston Smith International Airport, between the City of Lubbock and Parkhill, Smith & Cooper, Inc., and related documents, the terms of said amendment being attached hereto and incorporated in this Resolution as if fully set forth herein and shall be included in the minutes of the Council. Passed by the City Council this April 27 , 2017. DANIEL M. PO E, Mayor ATTEST: 'V, �' -0 -W'a e b e ca Garza, C rty Secret y APPROVED AS TO CONTENT: (?elly%amApbel10,q0,xecutive Director of Aviation Res.Agrmt-Amend No. 4 -Prof Servs-Parkhi 11, Smith&Cooper, Ltd 43 F Resolution No. 2017-R0157 PARKHILLSMITH&COOPER 4222 8501 Street r. Lubbock, texas 79423 806.473.2200 March 16, 2017 Ms. Kelly Campbell, A.A.E. Director of Aviation Lubbock Preston Smith International Airport Administration Office, 2nd Floor 5401 N. Martin Luther King Jr. Blvd., Unit 389 Lubbock,Texas 79403 Re: Amendment No. 4 to Agreement for Professional Services, Design Phase Services for LBB Terminal Apron Maintenance Dear Ms. Campbell: As requested, we have prepared Amendment No. 4 for preliminary engineering report and design phase services related to the LBB Terminal Apron Maintenance project. Refer to the detailed fee sheets attached for an itemization of the scope of services. The contract amendment modifies the scope of professional services included in our original agreement dated February 27, 2015. Task 1 PER Lump Sum Fee for Preliminary Engineering Report (PSC) $ 24,750.00 Task 3FDS Lump Sum Fee for Final Design Services (PSC) $ 37,585.00 Task 8SSC Hourly Rate Fee for Subconsultant Services for Design (CMT) $ 8,650.00 TASK SRVY Lump Sum Surveying Services for Final Design (PSC) $ 5,980,00 TOTAL AMENDMENT NO.4 $ 76,965.00 We propose to modify the agreement between the City of Lubbock and Parkhill, Smith & Cooper, Inc. dated February 27, 2015 and to provide the approved Task 1, 3, 8 and SRVY services under the provisions of EXHIBIT B - PAYMENTS TO THE ENGINEER, PARAGRAPH B4.01 (Lump Sum and Hourly Rate Method) of the contract. Any necessary additional services will be provided according to EXHIBIT B - PAYMENTS TO THE ENGINEER, PARAGRAPH B4.02. Compensation for Tasks 1, 3, 8 and SRVY services shall not exceed the total above without Owner's written approval. If the terms of this amendment are agreeable to you, please sign and return one copy of this amendment to our office. We will take receipt of this signed letter as our notice to proceed with these services. We look forward to working with you in completing this project. If you have any questions, please call. Abilene Albuquerque Amarillo Austin EI Paso Frisco Las Cruces Lubbock Midland team-psc.com Ms. Kelly Campbell, A.A.E. Page 2 March 16, 2017 Sincerely, PARKHILL, S OOP R, INC. By Mark D. Haberer, E, PrincipaUProject Manager IN TRIPLICATE MDH/amp Enclosures C tUsersWark4iDesktoptLBB Terminal Apron Mamtenance%KCampbell contract amendment 4.doc Accepted by: CITY OF LUBBOGK By u Daniel M. Pope Mayor Attest By RdPecca Garza Ci Secretary Approved as to Content: Y Kel ampbell,A.A.E. Directoviation to First Assfstant City Attorney PARKHILL, SMITH & COOPER, INC. PROJECT BUDGET SHEET (Billing Rates) LOCATION CODE: 01 PROJECT NAME: LBB Terminal Apron Maintenance JOB NO.: 1 TASK: 1 PER DATE: 03/16/17 FEE TYPE: Lump Sum PREPARED BY: MDH PRINCIPAL: MDH PROJ. MANAGER: MDH MARKUP ON REIMB: 15.00% MARKUP ON DIRECTS: 15.00% $24,750 TOTAL FEE: $24,736 LABOR $23,547 LABOR $23,547 DIRECTS $1,189 SUBTOTAL $24,736 REIMBURSABLE. CONSULTANTS: REIMBURSABLE. EXPENSES. REIMB DIRECT CONSULTANTS: DIRECT EXPENSES: $1,189 TOTAL FEE: $24,736 LABOR BUDGETS: DESCRIPTION LABOR CODE SS or PL Level HOURS RATE COSTS Sr Project Manager Civil Struct X5 PL VI 47 $202.00 $9,494 Prof Eng 11 Civil/Struct X8 PL IV 51 $149.00 $7,599 Eng III -1 Civil/Struct Y3 PL 111 38 $107.00 $4,066 RPR IV R1 PL IV 6 $140.00 $840 Project Assistant (PASS) I P5 SS III 12 $83.00 $996 Project Assistant (PASS) EL P6 SS II 6 $92.00 $552 Page 1 of 3 FEE ESTIMATING SHEET PROJECT: I.BBTcrminal Apron Maintenance JOB NO TASK IPPR SALARY Discipline, Title, Labor Code, Rates 1 2 3 4 5 6 7 Staff Initials (optional) --> CADD_PASS_ CADD_PASS_ Staff Discipline--> Civil Struct Civil Struct Civil Stmct RPRs_Techs Clerical Clerical Sr Project Project Project Manager Prof Eng II Eng III-I Assistant Assistant Staff Title --> Civil/Struct Civil/Struct Civil/Struct RPR IV (PASS) I (PASS) EL Support Staff(SS) or Professional Level (PL)—> PL VI PL IV PL III PL IV SS Ill SS it Labor Code ---> X5 X8 Y3 RI P5 P6 Billing Rate —> $202.00 $149.00 $107.00 $140.00 $83.00 $92.00 TASK Trips TOTAL PRELIMINARY ENGINEERING REPORT PHASE 1 2 2 4 Predesign meeting Coordinate field work with LBB and airlines 1 Records Research l 2 2 Site evaluation, measure cracks & spalls 2 6 6 6 6 Review data/fridings 2 3 5 Evaluate altematives/fmalize recommendation 2 2 Develop/address design criteria 2 2 2 NEPA Environmental (not included in scope) Coordinate & review topographic survey 2 2 2 6 Coordinate & review geotechnical 3 2 5 Preliminary Engineering Report project layout plan(s) 2 8 12 22 narrative 12 16 4 10 42 opinion of cost 2 4 6 12 Review with Sponsor 1 2 2 Revise and resubmit final 2 4 4 2 12 Misc PM (2 months) 6 4 t0 BUDGET SUBTOTALS: HOURS Trips -1 41 471 51 381 61 12 61 1 160 SALARY 1 1 $9,494 1 $7,599 1 $4,066 1 $840 1 $996 1 $552 1 1 $23,547 Page 2 of 3 FEE ESTIMATING SHEET PROJECT: LBB Terminal Apron Maii JOB NO. TASK: I PER DIRECTS DIRECT CONSULTANT COSTS SUBTOTAL 611 Structural Consultant 612 Mech/Elec Consultant 613 Environ/Civil Consultant 614 Architectural Consultant 615 Testing Consultant (Geotech, CMT, TAB, etc.) 616 Surveying Consultant 618 Other Consultant - Kitchen / Food Consultant 618 Other Consultant - Acoustical Consultant 618 Other Consultant - AV/ IT Consultant 618 Other Consultant TOTAL DIRECT CONSULTANTS DIRECT EXPENSES 621 Travel Motel Days @ Men rni Man -day Air Travel Air Fare a Men (u) Man Parking Days @ /Day = Car Rental Days @ /Day = Mileage 25 Miles @ $0.560 @ 4 Trips = $56.00 SUBTOTAL $5G 622 Reproductions Blackline Prints 34" x 22" Slits n $2.50 /Slit @ Sets = 36" x 24" Slits a $2.75 /Sht @ Sets = 42" x 30 Shts @ $3.25 /Sht @ Sets = Other sf@ $0.55 /sf a Sets = Mounting Foam Board Boards @ $10.00 /ea @ Printing: Set Up Fee Originals @ $0.15 /Sht @ Submittals = 8-1/2" x 11" B&W 300 Originals a $0.09 /Slit @ 8 Sets = $216.00 8-1/2" x I V Color 100 Originals @ $0.55 /Slit @ 8 Sets = $440.00 11" x 17" B&W 25 Originals @ $0.18 /Slit @ 8 Sets = $36.00 11" x 17" Color 25 Originals @ $1.05 /Slit @ 8 Sets = $210.00 Binding Cost 8 Sets @ $2.00 /Set = $16.00 Laminating Slits @ $2.00 /Sht = Scan to file Burn to CD/DVD CD/DVD a $13.50 /each = Scan Specs Originals @ $0.15 /Sht = Scan Drawings Originals @ $1.50 /Slit = SUBTOTAL $918 623 Models/Renderings/Photos Shots @ /Shot 624 Telephone 10 Calls a $5.00 /Call $50 625 Meals Days @ Men @ /Man -day 626 Field Supplies 628 Postage 5 Mailings@ $2.00 /Mailing (Standard) $10 628 Postage Mailings a /Mailing (Overnight) 630 Misc Reimbursable Exp 632 Temporary Personnel 636 Field Equip Rental 639 TDLR Review Inspection Fees 643 NM Gross Receipt Tax TOTAL DIRECT EXPENSES $1,034 Page 3of3 PARKHILL, SMITH & COOPER, INC. PROJECT BUDGET SHEET (Billing Rates) LOCATION CODE: O1 PROJECT NAME: LBB Terminal Apron Maintenance JOB NO.: 1 TASK: 3FDS DATE: 03/16/17 FEE TYPE: Lump Sum PREPARED BY: MDH PRINCIPAL: MDH PROJ. MANAGER: MDH MARKUP ON REIMB: 15.00% MARKUP ON DIRECTS: 15.00% $37,585 TOTAL FEE: $37,585 LABOR $37,140 LABOR. $37,140 DIRECTS $445 SUBTOTAL $37,585 REIMBURSABLE. CONSULTANTS: REIMBURSABLE. EXPENSES: REIMB DIRECT CONSULTANTS: DIRECT EXPENSES: $445 TOTAL FEE: $37,585 LABOR BUDGETS: DESCRIPTION LABOR CODE SS or PL Level HOURS RATE COSTS Sr Project Manager Civil/Struct X5 PL VI 54 $202.00 $10,807 Prof Eng II Civil/Struct X8 PL IV 73 $149.00 $10,877 Eng III-1 Civil/Struct Y3 PL 111 112 $107.00 $11,984 RPR IV RI PL IV 4 $140.00 $560 Project Assistant (PASS) I P5 SS ill 24 $83.00 $1,992 Project Assistant (PASS) EL P6 SS II 10 $92.00 $920 Page 1 of 3 FEE ESTIMATING SHEET PROJECT: LBB Terminal Apron Maintenance JOB NO.: TASK3FD5 SALARY Discipline, Title, Labor Code, Rates I 2 3 4 5 6 7 Staff Initials (optional) --> FP ENG ENG ENG ENG TECH CADD OPT CLERICAL CADD_PASS_ CADD_PASS— Staff Discipline —> Civil Struct Civil Struct Civil_Struct Civil Struct _ RPRs Teclns Clerical Clerical Sr Project Project Project Manager Prof Eng 11 Eng III -1 Assistant Assistant Staff Title ---> Civil Struct Civil'Struct CiviUStruct RPR IV (PASS) 1 (PASS) EL PL VI PL IV PL III PL IV SS III SS II Support Staff(SS) or Professional Level (PL)- Labor Code —s X5 X8 Y3 R1 P5 P6 Billing Rate —> $202.00 $149.00 $107.00 $140.00 $83.00 $92.00 TASK Trips TOTAL FINAL D 1 N Final drawings cover sheet (1 sheet) 0.5 1 4 summary of quantities, location map and sheet index (I sheet) 0.5 1 2 4 project airport layout plan, project general notes (1 sheet) 1 1 2 4 - stormwater pollution prevention plan (SWPPP) (I sheet) 0.5 1 2 4 - stormwater pollution prevention plan (site plan) (1 sheet) 05 l 2 - construction phasing, safety plan and details (3 sheets) 3 6 12 21 demolition plan (I sheet) 0.5 1 2 4 project grading and drainage plan (1 sheet) 1 3 6 10 crack seal plan (l sheet) 1 1 3 5 spall repair plan( I sheet) 1 1 3 4 joint seal plan (1 sheet) 1 1 3 5 edge drain p&p's (4 sheets) 4 8 16 .'8 shoulder crack seal/emulsion plan (I sheet) 1 1 2 4 marking layout plan (4 sheets) 1 4 4 miscellaneous paving and marking details (1 sheet) 1 4 6 miscellaneous drainage details (I sheet) 1 4 6 1, Final specifications - FAA Standards 6 16 8 30 Final opinion of costs 1 3 6 1 Review with Sponsor 1 2 2 4 Revisions 2 2 4 8 Prepare Construction Management Program 2 2 12 6 Prepare Construction Safety & Phasing Plan 2 2 16 6 Miscellaneous meetings and conferences 1 1 1 FAA Form 7460-1 for CSPP 2 4 FAA Form 7460-1 for final improvements 1 2 2 SQ Review and Constructability Review 8 4 Misc. Project Management (2 months) 8 4 8 BUDGET SUBTOTALS: HOURS; Trips- 1 54 731 1121 4 14 10 2' $10,807 $10,877 1 $11,984 1 $560 1 $1,992 1 $920 1 $37,140 SALARY 1 Page 2 of 3 FEE ESTIMATING SHEET PROJECT: LBB Terminal Apron Mah JOB NO. TASK: 3FDS DIRECTS DIRECT CONSULTANT COSTS SUBTOTAL 611 Structural Consultant 612 Mech/Elec Consultant 613 Environ/Civil Consultant 614 Architectural Consultant 615 Testing Consultant (Geotech, CMT, TAB, etc.) 616 Surveying Consultant 618 Other Consultant - Kitchen / Food Consultant 618 Other Consultant - Acoustical Consultant 618 Other Consultant - AV/ IT Consultant 618 Other Consultant TOTAL DIRECT CONSULTANTS DIRECT EXPENSES 621 Travel Motel Days @ Men @ Man-day Air Travel Air Fare @ Men @ Man Parking Days @ /Day = Car Rental Days @ /Day = Mileage 25 Miles@ $0.560 @ 1 Trips = $14.00 SUBTOTAL $14 622 Reproductions Blackline Prints 34" x 22" Shts @ $2.50 /Sht @ Sets = 36" x 24" Slits a $2.75 /Sht @ Sets = 42" x 30 Slits @ $3.25 /Sht @ Sets = Other sf@ $0.55 /sf a Sets = Mounting Foam Board Boards @ $10.00 /ea @ Printing: Set Up Fee Originals a $0.15 /Sht @ Submittals = 8-1/2" x 11" B&W 100 Originals a $0.09 /Sht u 1 Sets = $9.00 8-1/2" x I I" Color 100 Originals @ $0.55 /Sht @ 1 Sets = $55.00 11" x 17" B&W 15 Originals@ $0.18 /Sht @ 20 Sets = $54.00 11" x 17" Color 5 Originals@ $1.05 /Sht @ 20 Sets = $105.00 Binding Cost 20 Sets @ $2.00 /Set = $40.00 Laminating Slits @ $2.00 /Sht = Scan to file Burn to CD/DVD CD/DVD n $13.50 /each = Scan Specs Originals a $0.15 /Sht = Scan Drawings Originals @ $1.50 /Sht = SUBTOTAL $263 623 Models/Renderings/Photos Shots a /Shot 624 Telephone 20 Calls n $5.00 /Call $100 625 Meals Days @ Men @ /Man-day 626 Field Supplies 628 Postage 5 Mailings a $2.00 /Mailing (Standard) $10 628 Postage Mailings @ /Mailing (Overnight) 630 Misc Reimbursable Exp 632 Temporary Personnel 636 Field Equip Rental 639 TDLR Review Inspection Fees 643 NM Gross Receipt Tax TOTAL DIRECT EXPENSES $387 jj Page 3 of 3 PARKHILL, SMITH & COOPER, INC. PROJECT BUDGET SHEET (Billing Rates) LOCATION CODE: 01 PROJECT NAME: LBB Terminal Apron Maintenance JOB NO.: TASK: 8SSD DATE: 03/16/17 FEE TYPE: Hourly Rate PREPARED BY: MDH PRINCIPAL: MDH PROJ. MANAGER: MDH MARKUP ON REIMB: 15.00% MARKUP ON DIRECTS: 15.00% $8,650 TOTAL FEE: $8,648 LABOR LABOR DIRECTS SUBTOTAL REIMBURSABLE. CONSULTANTS: $8,648 REIMBURSABLE. EXPENSES: REIMB $8.648 DIRECT CONSULTANTS. DIRECT EXPENSES. TOTAL FEE: $8,648 LABOR BUDGETS: DESCRIPTION LABOR CODE SS or PL Level HOURS RATE COSTS Page 1 of 2 FEE ESTIMATING SHEET PROJECT: LBB Terminal Apron MaiIJOB NO. TASK 8SSD REIMBURSABLES REIMBURSABLE CONSULTANT COSTS SUBTOTAL 511 Structural Consultant 512 Mech/Elec Consultant 513 Environ/Civil Consultant 514 Architectural Consultant 515 Testing Consultant (Geotech, CMT, TAB, etc.) CMT Engineering $7,520 516 Surveying Consultant 518 Other Consultant - Kitchen / Food Consultant 518 Other Consultant - Acoustical Consultant 518 Other Consultant - AV/ IT Consultant 518 Other Consultant TOTAL REIMBURSABLE CONSULTANTS $7,520 REIMBURSABLE EXPENSES 521 Travel Motel Days @ Men a /Man -day = Air Travel Air Fare @ Men @ /Man = Parking Days @ /Day Car Rental Days @ /Day Mileage Miles @ $0.560 @ Trips SUBTOTAL 522 Reproductions Blackline / Color Plots 34" x 22" Slits a $2.50 /Sht @ Sets 36" x 24" Slits @ $2.75 /Sht @ Sets 42" x 30 Slits @ $3.25 /Sht @ Sets Other sf @ $0.55 /sf @ Sets Mounting Foam Board Boards @ $10.00 /ea @ Printing: Set Up Fee Originals a $0.15 /Sht a Submittals 8-1/2" x 11" B&W Originals @ $0.09 /Sht @ Sets 8-1/2" x I I" Color Originals @ $0.55 /Sht @ Sets 11" x 17" B&W Originals @ $0.18 /Sht @ Sets I I " x 17" Color Originals @ $1.05 'Shtra Sets Binding Cost Sets @ $2.00 Set = Laminating Slits @ $2.00 ,Slit = Scan to file Bum to CD/DVD CD/DVD @ $13.50 each = Scan Specs Originals @ $0.15"Slit = Scan Drawings Originals @ $1.50 ;Slit = SUBTOTAL 523 Models/Renderings/Photos Shots @ /Shot 524 Telephone Calls @ /Call 525 Meals Days @ Men @ /Man -day 526 Field Supplies 528 Postage Mailings @ /Mailing (Standard) 528 Postage Mailings @ /Mailing (Overnight) 530 Misc Reimbursable Exp 532 Temporary Personnel 536 Field Equip Rental 539 TDLR Review/ Inspection Fees 543 NM Gross Receipt Tax TOTAL REIMBURSABLE EXPENSES Page 2 of 2 CMT Engineering 12804 CR 2500 Lubbock, Texas 79404 Phone (806) 771-7283 Fax (806) 771-7062 February 21, 2017 Mark Haberer. PE, CM Principal Parkhill, Smith & Cooper, Inc. 4222 85th Street Lubbock, Texas 79423 Subject: Geotechnical Data Report LBB Terminal Apron Maintenance Lubbock Preston Smith International Airport Dear Mr. Haberer: CMT Engineering, Inc. (CMT) appreciates the opportunity to submit this proposal for Geotechnical Services. This proposal was requested by you on February 20, 2017. This proposal is prepared based on a RFP and information provided by you. The purpose of this study will be to explore subsurface soil conditions at the site to provide a data report to you for data evaluation. Our understanding is that the project will consist of isolated panel repair and the installation of an edge drain along the terminal apron at the Lubbock International Airport. At the time of this writing an exact project location or plan of borings has not been provided. We have assumed the drilling sites will be accessible during field work. CMT will place the One -Call (DIGTESS) for the location of existing utilities within the site; however, it is the owner's responsibility to provide the location of all private underground utilities in the vicinity of the boring locations. CMT cannot accept responsibility for damaging any utility not located by the owner, DIGTESS and by others. Should unusual soil and/or rock conditions or undocumented fill be encountered at the site that indicates broadening the scope of the study, CMT will contact the owner before proceeding with any additional work. Should the preliminary site plan change the boring locations may need to be revised. FIELD EXPLORATION We have assumed eight (8) borings that will be drilled with a truck mounted drill rig and support vehicle. Three borings will be located under the proposed edge drain and will be advanced to a depth of six (6) feet below existing ground surface. The Proposed LBB Terminal Apron Maintenance Lubbock, Texas Page 2 borings located under the isolated panels will be advanced to a depth of ten (10) feet below existing ground surface. We request that the exact locations of the borings will be provided by you prior to the field investigation. The relative density/consistency of the soil will be determined in general accordance with the use of the Standard Penetration Test (SPT) (ASTM D 1586). Dynamic Cone Penetration values will be recorded within the top few feet of the isolated panels. We plan to use a truck -mounted drilling rig to advance the test borings. Non- cohesive soil samples will be obtained using split -barrel samplers used in conjunction with the standard penetration test (SPT). Groundwater readings will be obtained as the boring is advanced and following completion of drilling, as possible. CMT field personnel or client's representative will stake the boring locations using hand-held GPS or normal taping procedures. Both methods provide an accuracy of 20 to 50 feet. Locations will be shown on the plan of borings. Precise surveying of boring locations and elevations is not included in the cost estimate. At the completion of drilling operations, borings will be backfilled with soil cuttings and concrete at the surface, if applicable. LABORATORY TESTING The engineering properties of the soil and/or rock will be evaluated in the laboratory using tests performed on selected representative samples. The samples will be visually examined and classified. Considering the nature of the project, we recommend the following tests be performed for your study: Moisture content; 2. Liquid and plastic limit (Plasticity Index -PI); 3. Percent passing a No. 200 sieve; For the purpose of this proposal we have assumed 2 of each test listed per boring. GEOTECHNICAL ENGINEERING ANALYSIS AND REPORT We will provide a plan of borings, boring logs, results of our laboratory testing and groundwater conditions at the boring locations. No recommendations or discussion of construction procedures is included in our scope of work. COST ESTIMATE AND ANTICIPATED SCHEDULE Based on the scope of work outlined herein, the cost of the Geotechnical Services will be on a unit price basis of $7,520.00 according to the fees shown on the attached fee schedule. The cost shown will not be exceeded without prior approval from the client or the scope of work has changed from its original version. This cost is not Proposed LBB Terminal Apron Maintenance Lubbock, Texas Page 3 applicable after 90 days from the date of this proposal and does not include costs incurred to access the site if the site is inaccessible for a truck mounted drill rig and support vehicle. The fieldwork should take one (1) day to complete with favorable weather conditions. The laboratory testing and preparation of the logs will take an additional one (1) to two (2) weeks. To indicate acceptance of our proposal and the attached "General Terms and Conditions to Agreement between the Geotechnical Engineer and the Client", please have a duly authorized person (referred to as "Client") sign in the spaces provided and return the attached copy to us for our files. We appreciate the opportunity of submitting this proposal and look forward to working with you for this project. If you have any questions please feel free to call us. Sincerely, CMT Engineering, Inc TBPE Firm Registration No. 13112 Cole Hutson, P.E. Sr. Supervising Engineer o CMT Engineering AGREEMENT FOR GEOTECHNICAL ENGINEERING SERVICES THIS AGREEMENT is by and between PARKHILL, SMITH & COOPER, INC. hereinafter called CLIENT and CMT ENGINEERING, INC., hereinafter called Geotechnical Engineer, who agrees as follows: DECLARATIONS. CLIENT desires to engage Geotechnical Engineer to provide geotechnical engineering services in connection with CLIENT's project ("THE PROJECT") described as follows: Proposed LBB Terminal Apron Maintenance Lubbock Texas 2. SCOPE OF WORK. CMT ENGINEERING, INC. shall provide Geotechnical Engineering services for THE PROJECT in accordance with the accompanying Fee Schedule dated February 21 , 2016. The scope of services (as described in the proposal) and the "General Terms and Conditions to Agreement between the Geotechnical Engineer and the Client" (set forth on the following page) are made part of this Agreement. EXECUTED THIS day of 12016 CLIENT (Firm) 0 Title: CMT ENGINEERING, INC. By: Cole Hutson Title: Sr. Supervising Engineer Attachment Page 1 of 2 GENERAL TERMS AND CONDITIONS TO AGREEMENT BETWEEN THE GEOTECHNICAL ENGINEER AND THE CLIENT MISCELLANEOUS INFORMATION The client and/or his architect and/or his engineer shall provide the Geotechnical Engineer with all information concerning the site which is the subject matter of this contract specifically including but not limited to geotechnical information testing reports, site plan, utility easements and locations and building locations and other such information which would be of benefit to the Geotechnical Engineer in preparing and/or completing its work. The Geotechnical Engineer shall have the right to rely upon the accuracy of the information provided in performing its service. RIGHT OF ENTRY Unless otherwise agreed, the Client will provide for right of entry of the Geotechnical Engineer and all necessary equipment, in order to complete the work. While the Geotechnical Engineer will take all reasonable precautions to minimize any damage to the property, the Client understands that in the normal course of work some damage may occur, Geotechnical Engineer are not responsible for repairing the damage, and their fees do not include the correction of which is not part of this Agreement. UTILITIES AND PIPELINES In the prosecution of the field work, the Geotechnical Engineer will take all reasonable precautions to avoid damage or injury to subterranean structures or utilities. The client agrees to hold the Geotechnical Engineer harmless for any damages to subterranean and subaqueous structures. pipelines, and utilities which are not called to Geotechnical Engineer's attention and correctly shown on the plans furnished which Indemnity Agreement shall specifically protect the Geotechnical Engineer. even from engineer's own negligence. SITE SAFETY Geotechnical Engineer is not responsible for job site safety of others. However, Geotechnical Engineer will conduct its work in a safe, workman -like manner, and will observe the work -site safety requirements of the Client that have been communicated to Geotechnical Engineer in writing. SAMPLES Geotechnical Engineer will retain all soil and rock samples for thirty (30) days upon completion of the final work. Further storage or transfer of samples can be made at owner expense upon written request. INVOICES Geotechnical Engineer will submit invoices to the client monthly and a final bill upon completion of services. Payment is due upon presentation of invoice and is past due thirty (30) days from invoice date. OWNERSHIP OF DOCUMENTS All reports, boring logs, field notes, laboratory test data, calculations, estimates, and other documents prepared by the Geotechnical Engineer, as instruments of service, shall remain the property of the Geotechnical Engineer. It is specifically understood and agreed that all reports, boring logs, field data, field notes and laboratory test data, calculations, estimates and other documents were prepared at a specific time and under a specific set of criteria for use by the client named herein. Accordingly, such reports and other information noted shall not be transferred by client to any third party nor shall any representation by made by client to such a third party regarding their ability to rely upon any of the reports or other information noted without the express written consent of the Geotechnical Engineer. The client agrees that all reports and other work furnished to the client or his agents, which are not paid for, will be returned upon demand and will not be used by the client for any purpose whatever. The Geotechnical Engineer will retain all pertinent records relating to the services performed for a minimum of two (2) years following submission of the report, during which period the records will be made available to the client at all reasonable times. DISPUTES In the event that a dispute should arise relating to the performance of the 'qkFEnghmee CMT ring services to be provided under this Agreement, and should that dispute result in litigation, it is agreed that the prevailing party shall be entitled to recover all reasonable costs incurred in the defense of the claim, court costs and attorneys' fees. STANDARD OF CARE Service performed by the Geotechnical Engineer under this Agreement will be conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No warranty, express or implied, is made. Client recognizes that subsurface conditions may vary from those encountered at the location where borings, surveys, or explorations are made by the Geotechnical Engineer and that the data, interpretations and recommendations of the Geotechnical Engineer are based solely on the information available to him. The Geotechnical Engineer's responsibility shall be to develop data, interpretations and recommendations in a reasonably prudent manner exercising the care and skill noted in the preceding paragraph. The Geotechnical Engineer shall not be responsible for the interpretation or use by others of the information developed and provided to the client. INSURANCE The Geotechnical Engineer maintains Worker's Compensation Insurance for its staff and further maintains public liability and property damage insurance deemed to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, Geotechnical Engineer agrees to indemnify and save Client harmless from and against any loss, damage, or liability arising from any negligent acts of Geotechnical Engineer, his agents, staff, and consultants employed by him, on a comparative basis, except as specifically noted elsewhere in this Agreement. The Geotechnical Engineer shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance. The Geotechnical Engineer shall not be responsible for any loss, damage, or liability arising from any acts by client, his agents, staff, and other consultants employed by him. BIOLOGICAL POLLUTANTS Geotechnical Engineer's scope of work does not include the investigation, detection, or design related to the presence of any Biological Pollutants, which includes, but is not limited to, mold, fungi, spores, bacteria, and/or viruses, and the byproducts of any such biological organisms. TERMINATION OF CONTRACT This Agreement may be terminated at any time by either party upon ten (10) days written notice. In the event of termination, Geotechnical Engineer shall be paid for services performed to the termination notice date plus reasonable termination expenses. In the event of suspension/holdup for more than three (3) months, prior to completion of all reports contemplated by this Agreement, Geotechnical Engineer may complete such analyses and records as are necessary to complete his files and may also complete a report on the services performed to the date of notice of suspension as per Client's request. The expenses of suspension may include all direct costs of Geotechnical Engineer in completing such analyses, records and reports for the proposed project. Rev. Nov. 2013 CMT ENGINEERING, INC. Lubbock, Texas Ph. (806) 771-7283 Attachment Page 2 of 2 FEE PROPOSAL GEOTECHNICAL INVESTIGATION CMT Engineering, Inc 12804 County Road 2500 CMT Lubbock TX 79404 *Engineering Office (806) 771-7283 Fax (806) 771-7062 Client: Parkhill, Smith & Cooper, Inc. Project: LBB Terminal Apron Location: Lubbock Preston Smith International Airport Date: Febfruary 21, 2017 Geotechnical Investigation Fee Qty Estimate Geotech Borings Per Foot $ 14.00 68 $ 952.00 Drill Rig Mobilization $ 1,200.00 1 $ 1,200.00 Drill Crew Per Diem $ 240.00 1 $ 240.00 Patch Bore Holes w/ Concrete ea $ 30.00 5 $ 150.00 Laboratory Tests Soils Atterber Limits $ 70.00 16 $ 1,120.00 Classification of soils inc washed rad $ 75.00 16 $ 1,200.00 Moisture content $ 10.00 16 $ 160.00 Technician / Engineering Technician Hourly (Two hour minimum) $ 59.00 12 $ 708.00 E.I.T. Hourly $ 85.00 8 $ 680.00 Senior Professional Engineer Hourly $ 185.00 6 $ 1,110.00 Total $ 7,520.00 PARKHILLSMITH&COOPER 4222 85th Street 1.9 Lubbock, Texas 79423 806-473.2200 GEOTECHNICAL INVESTIGATION REQUEST FOR PROPOSAL Parkhill, Smith & Cooper, Inc. has been retained for design services by the Lubbock Preston Smith International Airport to prepare afee for design related to LBB Terminal Apron Maintenance project. Please provide a proposal to perform Geotechnical Investigation as part of the process. The following should give guidance on what is expected in the proposal. Our overaching goals are to gather sufficient data for use in design of an edge drainage system and to also gather sufficient information on the conditions under panels to be removed. If you believe that some necessary service has been omitted, please include such recommendations in your proposal. Please contact Mark Haberer, PE mhaberer@team-psc.com with any questions or concerns. Alternatively, can reach me at (806) 473- 3600. Report and Deliverables Please be sure to includetests as necessaryto make recommendations in the final report as detailed below. Provide a report detailing your findings and the locations of the tests collected. The report should include, at a minimum, te flowing; Boring Logs (with contents as indicated below) All Testing (as indicated below) DESTRUCTIVE TESTING Total Number of Borings: 8 Bores are to be placed as staked in the field by the Engineer. Please include the following in the deliverable boring logs*; • Bore Location • Date Performed • Type of Exploration • Water Table Observations (Different from Ground Water Study) • Sample Identification Numbers • Classification • Relative Depth of Materials • Test results per below • Material Profile (Surface and Lower Strata) *Samples should be taken per ASTM D 421 — Standard Practice for dry Preparation of Soil Samples for Particle -Size Analysis and Determination of Soil Constants. Boring depth shall be 10' or until the bore is obstructed by a solid. Please include the following in the deliverable text data; Classification/Properties/Reaction Testing: ASTM D 422 Standard Test Method for Particle -Size Analysis of Soils (all test holes, all layers) ASTM D 4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (to be performed on each stratum of material encountered) (all test holes, all layers) ASTM D 2216 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (all test holes, all layers) ASTM D 2487 Unified Soil Classification System (all test holes, all layers) C:\Users\Mark-H\Desktop\LBB Terminal Apron Maintenance\LBB Terminal Apron Maintenance_Geotech_Investigation.docm Abilene Albuquerque Amarillo Austin EI Paso Frisco Las Cruces Lubbock Midland team-psc.com LBBTERMINAL APRON MAINTENANCE Page 2 FEBRUARY 20, 2017 Compaction/Strength Testing: ADCP values (5 core holes). Provide results for Modulus of Subgrade Reaction (k). SITE CLEANUP Core Hole and Test Pit Cleanup Core holes are to be filled to grade with ready mix concrete by the lab. All debris and trash must be removed from the area prior to inspection by Operations Site Access This project will be located in a secure area of the airport. SIDA badging will be required. Deadlines Please provide the requested proposal by noon Tuesday 2/21/2017 so we may keep our own deadlines as given to us by the Owner. Feel free to contact us with any questions. PARKHILL, SMITH & COOPER, INC. PROJECT BUDGET SHEET (Billing Rates) LOCATION CODE: 01 PROJECT NAME: LBB Apron Maintenance Survey JOB NO.: Pending 1 TASK: SRVY DATE: 02/20/17 FEE TYPE: Lump Sum PREPARED BY: SWW PRINCIPAL: PROJ. MANAGER: SWW MARKUP ON REIMB: 15.00% $51980.00 MARKUP ON DIRECTS: 15.00% TOTAL FEE: $5,980 LABOR $4.721 LABOR: $4,721 DIRECTS $1,259 SUBTOTAL $5,980 REIMBURSABLE. CONSULTANTS: REIMBURSABLE. EXPENSES: REIMB DIRECT CONSULTANTS: DIRECT EXPENSES. $1,259 TOTAL FEE: $5,980 LABOR BUDGETS: DESCRIPTION LABOR CODE SS or PL Level HOURS RATE COSTS Prof Eng 11 Civil." Struct X8 PL IV 4 $149.00 $596 Eng Tech I U5 SS II 24 $83.00 $1,992 Eng Tech I U5 SS II 10 $83.00 $830 Eng Tech I U5 SS lI $83.00 CADD II E6 SS II 1 $83.00 $83 Eng III-I Civil/Struct Y3 PL III 10 $122.00 $1,220 Page 1 of 3 FEE ESTIMATING SHEET PROJECT: IBB Apron hinintenencc Sune% JOB NO Pending TASK' SRVY SALARY Discipline, Title, Labor Code, Rates Staff Initials (optional) --- > Staff Discipline—> Staff Title --> Support Staff(SS) or Professional Level (PL) --- > Labor Code ---> Billing Rate--> 1 2 3 4 5 6 7 SWW CMW BRA NLM MTF CS Civil Struct RPRs Techs RPRs Techs RPRs Techs ADD_PASS_ erical Civil Struct Prof Eng 11 Civil/Struct Eng Tech I Eng Tech 1 Eng Tech I [CADDI1 Eng III -I Civil/Struct PL IV SS II I SS II SS II SS 11 PL 111 X8 U5 U5 U5 E6 Y3 $149.00 $83.00 $83.00 $83.00 $83.00 $122.00 TASK Trips TOTAL Field Work Office Process/Field Prep Admin Survey Report Additional Field Trip 4 20 4 10 1 10 30 4 11 q BUDGET SUBTOTALS: HOURS Trips- SALARY 41 241 10 I 101 49 $596 $1,992 $830 1 $83 1 $1,220 1 $4,721 Page 2 of 3 FEE ESTIMATING SHEET PROJECT: LBB Apron Maintenance'. JOB NO. Pending TASK: SRVY DIRECTS DIRECT CONSULTANT COSTS SUBTOTAL 611 Structural Consultant 612 Mech/Elec Consultant 613 Environ/Civil Consultant 614 Architectural Consultant 615 Testing Consultant (Geotech, CMT, TAB, etc.) 616 Surveying Consultant 618 Other Consultant - Kitchen / Food Consultant 618 Other Consultant - Acoustical Consultant 618 Other Consultant - AV/ IT Consultant 618 Other Consultant TOTAL DIRECT CONSULTANTS DIRECT EXPENSES 621 Travel Motel Days @ Men @ Man -day Air Travel Air Fare @ Men @ Man Parking Days @ /Day = Car Rental Days @ /Day = Mileage 40 Miles @ $0.560 @ 2 Trips = $44.80 SUBTOTAL $45 622 Reproductions Blackline Prints 34" x 22" Shts @ $2.50 /Sht @ Sets = 36" x 24" Shts a $2.75 /Sht @ Sets = 42" x 30 Shts a $3.25 /Sht @ Sets = Other sf@ $0.55 /sf a Sets = Mounting Foam Board Boards @ $10.00 /ea @ Printing: Set Up Fee Originals a $0.15 /Sht @ Submittals = 8-1/2" x 11" B&W Originals a $0.09 /Sht a Sets = 8-1/2" x 1 V Color Originals @ $0.55 /Sht @ Sets = 11" x 17" B&W Originals @ $0.18 /Sht @ Sets = I I " x 17" Color Originals@ $1.05 /Sht @ Sets = Binding Cost Sets @ $2.00 /Set = Laminating Shts @ $2.00 /Sht = Scan to file Burn to CD/DVD CD/DVD n $13.50 /each = Scan Specs Originals @ $0.15 /Sht = Scan Drawings Originals @ $1.50 /Sht = SUBTOTAL 623 Models/Renderings/Photos Shots @ /Shot 624 Telephone Calls n /Call 625 Meals Days @ Men @ /Man -day 626 Field Supplies 628 Postage Mailings @ /Mailing (Standard) 628 Postage Mailings @ /Mailing (Overnight) 630 Misc Reimbursable Exp 632 Temporary Personnel 636 Field Equip Rental $1,050 639 TDLR Review/ Inspection Fees 643 NM Gross Receipt Tax TOTAL DIRECT EXPENSES $1,09511 Page 3 of 3 PARKHILLSMITH& 4222 85th Street T-1 Lubbock, Texas 79423 806.473.2200 BOUNDARYITOPOGRAPHIC SURVEY Parkhill, Smith & Cooper Inc. has been retained for design services by the Lubbock Preston Smith International Airport to prepare a fee for design related to the Terminal Apron Maintenance project Please provide a proposal to perform Topographic surveying in relation to this work. The following should give guidance on what is expected in the proposal. If you feel that some necessary service has been omitted, please include such recommendations in your proposal. Please contact Mark Haberer, PE at mhaberer@team-psc.com with any questions or concerns. Alternatively, call (806) 473-3600. Deliverables Format Please provide the deliverable data in the following format; • Coordinates: Texas State Plane, Texas North Central — 4202 • Vertical Datum: North American Vertical Datum 1988 (NAVD88) • Geodetic (Horizontal) Datum: North American Datum 1983 (NAD83) • Show benchmark(s) used for survey, but ensure tie to the primary and secondary airport control monuments. • Provide elevation data on all flow lines and exposed pipes, conduits, and structures. including existing sanitary sewer and storm sewer flow lines, culvert and inlet flow lines, and other identifiable utilities. • Topographic survey shall extend fifty (50) feet beyond the shoulder paving. Refer to the drawing attached. • Provide electronic drawing in AutoCAD compatible with Version 2008 or newer. • Entity color and line type shall be "by -layer". • Follow the PSC CAD Standard's Layer Guidelines per PDF and CADD block provided. • Provide all contours, breaklines, TIN elements, and existing ground shots on elevation. (Extraneous shots for locating features that are not on the ground surface should be on elevation but on a separate layer from the ground surface shots.) • Line work shall be all on elevation "0". • Points should be blocks with elevation, point number, and descriptor attributes. • Provide a comma delimited ASCII text file of all points obtained in the following format: POINT #, NORTHING, EASTING, ELEVATION, DESCRIPTION. • Provide an AutoCAD color table file (*.ctb) for plotting styles. • Provide a point codes description list describing abbreviations and symbols used. • Provide one (1) PDF file of each drawing. Topographic Survey Deliverables Topographic surveys shall include the following ground feature criteria as a minimum: • Provide grid and additional points sufficient to accurately show existing ground surface and existing site features. • Topo grid to be obtained at max 50 foot interval for unpaved footprint ( area on attached drawing) unless topography requires tighter grid to capture grade breaks. • Topo grid to be obtained at max 25 foot interval on concrete apron and asphalt shoulder (red area on attached drawing). • Topo at max 25 foot interval along edge of concrete apron (; area on attached drawing). Abilene Albuquerque Amarillo Austin EI Paso Frisco Las Cruces Lubbock Midland team-psc.com LBB Terminal Apron Maintenance Project February 20, 2017 • Topo drainage flowline at interval necessary to capture existing condition (green area on attached drawing). • Topo grid to be obtained at max 10 foot interval edge drain discharge area (blue area on attached drawing). Include detail of pipe flowline and discharge location. • Provide contours on the finished drawing at 0.1 foot interval. • Show spot elevations to the nearest 0.01 foot. • Locate drainage swales, ridges, flow lines and specific drainage features. • Locate miscellaneous structures including signs, edge lights, utility markers, or any object that might be encountered on the property. Utility Survey Deliverables The Surveyor is to coordinate with DIGTESS, the City of Lubbock, the Lubbock Preston Smith International Airport, the local FAA SSC Manager and the various utility providers as necessary to have buried utilities marked. Provide the information of the operating authority (contact person, email, and phone number). Such utility information shall be shown on the completed survey along with the following minimum utility criteria: • Locate Municipal Utilities - water, sewer, storm sewer, fire protection lines, post indicator valves, culverts, inlets, fire hydrants, meter boxes, valve boxes, cleanouts, manholes, and catch basins. • Locate Municipal Franchisee Utilities - electric, natural gas, phone, cable, street lighting, other communications systems including meters, meter boxes, valve boxes, poles, and guy wires. • Locate Non -Franchisee Utilities — Overland fiber optic, crude oil, natural gas, raw water transmission, oil wells, and oil flow lines. • Locate Private Utilities — On-site utilities typically extending from property line to existing building, also private storm sewer and culverts, central plant utilities, buried tanks, septic fields, water wells, and irrigation system valve boxes. Other Requirements Aviation Survey Deliverables should also account for the following: • Vertical accuracy of any survey elevations on pavement shall be +/-.02'. • Vertical accuracy of any survey elevations off pavement shall be +/-.04' • Include an additional 4hrs of crew survey time to capture unforseens. • Note that the southwest area may have been adequately covered under previous survey. Utilize existing data where available. Site Access This project will be located in a secured area of the airport. SIDA badging will be required. Deadlines Please provide the requested proposal by Tuesday 2/21/2017 so we may keep our own deadlines as given to us by the Owner. Feel free to contact me with any questions. R CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2017-191173 Parkhill, Smith & Cooper, Inc. Lubbock, TX United States Date Filed: 04/11/2017 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 04/20/2017 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 2015-R0061 Amendment 4 LBB Terminal Apron Maintenance 4 Nature of interest Name of Interested Party City, State, Country (place of business) (check applicable) Controlling I Intermediary Rangel, Ruppert S. Abilene, TX United States X Hart, Daniel S. Midland, TX United States X Edwards, Jay M. Midland, TX United States X Hamilton, John T. Lubbock, TX United States X Moss, Mike W. Lubbock, TX United States X Davis, Edwin E. Lubbock, TX United States X Rapier, Joseph R. Lubbock, TX United States X 5 Check only if there is NO Interested Parry. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said this the day of 20 , to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Forms orovided by Texas Ethics Commission www.ethics.state.tx.us Versinn V1 n RRR CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2017-191173 Parkhill, Smith & Cooper, Inc. Lubbock, TX United States Date Filed: 04/11/2017 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Lubbock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 2015-R0061 Amendment 4 LBB Terminal Apron Maintenance 4 Nature of interest Name of Interested Party City, State, Country (place of business) (check applicable) Controlling Intermediary Rangel, Ruppert S. Abilene, TX United States X Hart, Daniel S. Midland, TX United States X Edwards, Jay M. Midland, TX United States X Hamilton, John T. Lubbock, TX United States X Moss, Mike W. Lubbock, TX United States X Davis, Edwin E. Lubbock, TX United States X Rapier, Joseph R. Lubbock, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. o�ari'Q APRIL M. PIER T is a Notary Public. State of Texas 1 _ Comm. .+ Expires 08 10-2019 ignature of authorized agent of contracting ``O business entity Notary ID 13032946-5 AFFIX NOTARYSTAMP-7 SEAL ABOVE Sworn and subscribed before me, by the said v Yl n bill; r \ this the day of ►'/ 20, to hand certify which, witness my and seal of office. Signal a of officer administering oath Printed na a of officer administering oath Title of officer administering oath Forms Drovided by Texas Ethics Commission www_P_thICS_StatP_tx.i1S ver--;inn v1 _n.RR3