indefinite delivery indefinite quantity between...tfc contract no. 18-121-000 exhibit a-1 assignment...

TFC Contract No. 18-121-000 Assignment No. 1

Project No. 16-013-6077

INDEFINITE DELIVERY INDEFINITE QUANTITY PROFESSIONAL SERVICES AGREE.MENT

BETWEEN THE TEXAS FACILITIES C01\1MISSION

AND PROFESSIONAL SERVICE INDUSTRIES, INC.

TFC CONTRACT NO. 18-121-000

ASSIGN.MENT NO. 1

THIS INDEFINITE DELIVERY INDEFINITE QUANTIY ASSIGN.MENT NO. 1 (hereinafter referred to as the "Assignment No. l" or "Assignment") is entered into by and between the Texas Facilities Commission, located at 1711 San Jacinto Boulevard, Austin, Texas 78701 (hereinafter referred to as "TFC") and Professional Service Industries, Inc. located at 2600 McHale Court, Suite 125, Austin, Texas 78758 (hereinafter referred to as "PSP") (TFC and PSP are hereinafter referred to individually as a "Party" or collectively as "Parties"), to be effective on the Effective Date (as defined below) and the terms and conditions of which are as follows.

DESCRIPTION OF PROJECT: The project for which PSP agrees to provide Professional Services is generally described as providing constmction material testing services for additional renovations and construction for the Texas Department of Public Safety ("DPS") Gessner Facility located in Houston, Texas 77071 (hereinafter referred to as the "Project"), as further depicted in "Exhibit A-1," PSP's IDIQ Assignment No. 1 Proposal dated December 14, 2017, attached hereto and incorporated herein for all purposes and consisting of ten ( 10) pages.

DURATION OF ASSIGN.MENT: The scope of services of this Assignment No. 1 shall be completed no later than August 31, 2019, unless terminated earlier as provided in Section 3.2 of the Agreement. The schedule is subject to adjustments for possible time extension; however, any extension of time must be approved by the TFC and shall require an amendment to Assignment No. 1.

SPECIAL TERMS AND CONDITIONS OF ASSIGN.MENT: Terms and conditions shall be in accordance with the Agreement, any Special Conditions, and with this Assignment No. 1.

SUB-CONTRACTORS TO BE UTILIZED FOR PROJECT: PSP shall perform the services under this Assignment No. 1 with its own forces unless otherwise specified. If the scope of services is less than $100,000.00, a HUB Subcontracting Plan (HSP) is not required. If the scope of services will exceed $100,000.00, PSP shall submit an HSP for approval pursuant to Section 11.2 of the Agreement.

FEE FOR BASIC SERVICES: Fee for the services set forth in this Assignment No. 1 shall not exceed Thirty Thousand Nine Hundred Thirty One and No/100 Dollars ($30,931.00). No more frequently than once per month, shall submit a Pay Application to TFC for services performed and reasonable and necessary costs and expenses incurred through the last day of the previous month. Any reimbursable expenses, if allowed, shall be in accordance with Section 4.6 of the Agreement.

1

TFC Contr.ict No. 18-121-000 Assignmi:nt No. I

Project No. 16-013-6077

IDENTIFICATION OF PSP PROJECT MANAGER AND ALL SUBCONTRACTOR: For this Assignment No. I, PSP shall identify the Project Manager, PSP's employees and all subcontractors assigned to this project on the List of Project Manager and Subcontractors (hereinafter referred to as the "List"), attached hereto and incorporated herein for all purposes as "Exhibit B-1." '

TFC reserves the right to approve the appointment of the PSP Project Manager and to demand that the Project Manager, and any of PSP's employees or subcontractors, be removed and replaced if, in the sole opinion of TFC, their performance on this project or any other projects, is and/or was inadequate or their continued involvement with the Project is, will, or has become detrimenu~I to the timely and successful completion of the project.

The Project Manager and Subcontractors identified in the List shall not be replaced by PSP, nor shall any other subcontractors be engaged by Ps.P, unless prior written consent is obtained from TFC, which consent shall not be unreasonably withheld, conditioned, or delayed.

ENTIRE AGREEMENT AND MODIFICATION': The Agreement and this Assignment and their integrated attachment(s) constitute the entire agreement of the Parties and such are intended as a complete and exclusive statement of the promises, representations, negotiations, discussions, and other agreements that may have been made in connection with the subject matter hereof. Unless an integrated attachment to this Assignment specifically displays a mutual intent to nmend a particular part of this Assignment, general conflicts in language between any such attachment and this Assignment shall be construed consistently with the terms of this Assignment. Unless otherwise expressly authorized by the terms of this Assignment, no mod iii cation, renewal, e){tension, or amendment to this Assignment shall be binding upon the Parties unless the same is in writing and signed by the respective Parties hereto.

TEXAS FACILITIES COMMISSION

By: '11DN By: ----..~-....::....__ __

Print Name:fo hn S, Ra t'f Print Name: G \) ff.v".)"'E:°

Title: \1\f<l.r.,ni E~ecu·h\#~ ~1felfd(Title: }'!,v~1~s ~EV~C)r"M-u-rr ...... ~

Date of execution: i · }f. • / l

.G.C .

..i!ltL. Dir.

~D.E.D.

Date of execution: ~~~~~~~~-

2

TFC CONTRACT NO. 18-121-000

EXHIBIT A-1

TFC Contract No. 18-121-000 Assignment No. l

Project No. 16-013-6077

PSP'S IDIQ ASSIGNMENT NO. 1 PROPOSAL DATED DECEMBER 14, 2017.

3

TFC Contract No. 18-121 -000

Jason Nezamabadi, AIA, CTCM Senior Project Manager Facilities Design & Construction Division Texas Facilities Commission Phone: (512) 463-7301 Email: [email protected]

Exhibit A-1

Re: Proposal to Provide Professional Services · Construction Materials Engineering and Testing

Texas Department of Public Safety- Gessner Facility Houston, Texas 77071 PSI Proposal No.: 0201-230873

Mr. Nezamabadi,

Assignment No. 1

PSI Proposal No. 0201-230873 December 14, 2017

Professional Service Industries, Inc. 3730 Dacoma Street, Houston, TX 77092

Phone: (713) 224-2047 Fax: (713) 682-2665

Professional Service Industries, Inc. (PSI} is pleased to submit to the Texas Facilities Commission the following proposal for construction materi~ls testing and inspection services for the TOPS Gessner Facility located in Houston, Texas.

PSI is a national family of consulting engineering and testing offices specializing in materials testing and inspection, environmental consulting, and geotechnical engineering services. We are one of the nation's leading consulting engineering firms with more than 2,200 employees in 125 offices located throughout the United States.

PSI performs a complete range of engineering and testing services including: > Environmental Consulting Services

(Site Assessments, Asbestos, Lead Paint, Indoor Air Quality Services) > Geotechnical Engineering and Drilling Services > Construction Materials Testing > Non-Destructive Testing > Facilities Consulting

PSl's central office for the Houston region is located at 3730 Dacoma Street and can respond quickly at short notice. In addition, PSI has three satellite offices; Spring, la Porte and Clute, from which we can provide additional support to your project.

PSI proposes to provide experienced qualified technical personnel to perform services in general

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TFC Contract No. 18-121-000 Exhibit A-1 Assignment No. 1

PSI Proposal No. 0201-230873 Texas Facilities Commission

December 14, 2017 Page 2

accordance with the project plans and specifications. PSI will perform these services as requested by the client. Brian Bass, P.E. will be the responsible registered Engineer for your project.

PSI proposes that the work be accomplished on a unit rate basis in accordance with the attached Schedule

of Services and Fees and that the work be performed pursuant to the PSI General Conditions. PSl's fee

would be determined by the actual amount of technical time expended for this project and the amount

of laboratory testing performed. Copies of the PSI Schedule of Services and Fees, and General Conditions

are attached and incorporated into this proposal.

To serve as authorization to proceed please sign below and return one (1) copy of this proposal intact. PSI

cannot issue reports until a signed copy of the proposal or alternate form of contract is received.

In addition, we would appreciate it if you would complete and return the attached Project Data Sheet so

that we can set up your project file.

We trust that the attached information is sufficient for your needs. After you have had an opportunity to

review our proposal we will contact you to answer any questions you might have or provide additional

information regarding your project.

Respectfully,

~.~ Glenn Cebrun Department Manager, Construction Services

Attachments: Cost Estimate

AGREED TO THIS

BY:

TITLE:

FIRM:

Schedule of Services & Fees General Conditions Project Data Sheet

____ DAY OF

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TFC Contract No. 18-121 -000 ExhibitA-1

CONSTRUCTION MATERIALS ESTIMATE Texas Department of Public Safety - Gessner Facility

Houston, Texas 77071 Unit

Description of Services Quantity Fee Unit

Earthwork Inspection & Testing (Proofroll, Fill, Backfill, Subgrade) Senior Engineering Technician 80 40.00 hour Vehicle Charge 80 8.00 hour Nuclear Density Gauge 80 7.50 hour Moisture Density Relationship, ASTM 0-698 3 135.00 each Atterberg Limits 2 45.00 each

Subtotal Foundation Inspection & Testing (Footings & Grade Beams) Senior Engineering Technician 80 40.00 hour Vehicle Charge 80 8.00 hour Compressive Strength Test (Cylinders) 40 13.00 each

Subtotal Concrete Testing & Inspection (SOG, Paving, Sidewalk- Incl. Relnf. Steel} Engineering Technician 120 38.00 hour Cylinder Pickup 40 38.00 hour Vehicle Charge 160 8.00 hour Compressive Strength Test (Cylinders) 100 13.00 each

Subtotal Structural Steel Ins ection Certified Welding Inspector 40 80.00 hour Vehicle Char e 40 8.00 hour

Subtotal Masonry & Grout Inspection Senior Engineering Technician 60 40.00 hour Cube & Prism Pick Up 20 38.00 hour Vehicle Charge 80 8.00 hour Compressive Strength Test (Prisms) 40 21.00 each Compressive Strength Test (Cubes) 30 17.00 each

Subtotal

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Assignment No. 1

PSI Proposal No. 0201·230873 Texas Facilities Commission


Total

I 3,200.00

640.00 600.00 405.00

90.00

$4,935.00

I 3,200.00

640.00 520.00

$4,360.00

4,560.00 1,520.00 1,280.00 1,300.00

$8,660.00

3,200.00 320.00

$3,520.00

I 2,400.00

760.00 640.00 306.00 510.00

$4,616.00

TFC Contract No. 18-121-000

@ h As., alt Testing & Inspection

Sr. Engineering Technician

Vehicle Charge

Nuclear Density Gauge

Extraction and Gradation Test

Maximum Theoretical Specific Gravity

Molding Specimens (3 per set)

Bulk Density Testing (Lab. Molded)

Stability; Hveem (3 per set)

Asphalt Coring

Measuring thickness of Asphalt Cores

Engineering Engineering Report Review & Project Setup Professional Engineer Certification

Notes:

Exhibit A-1

16 $40.00 hour

16 $8.00 hour

24 $7.50 hour

2 $203.00 each

2 $91.00 each

2 $63.00 set

2 $54.00 set

2 $54.00 set

2 $93.00 each

2 $8.00 each

Subtotal

24 95.00 hour 4 120.00 hour

Subtotal

Estimated Total Cost:

*This estimate was prepared without a contractor's schedule. **This estimate assumes an 8-hour work day with no overtime.

Assignment No. 1


December 14, 2017 Page4

$640.00

$128.00

$180.00

$406.00

$182.00

$126.00

$108.00

$108.00

$186.00

$16.00

$2,080.00

2,280.00 480.00

$2,760.00

$30,931.00

***Changes in the project scope, inclement weather, and/or contractor methods may cause the fees to differ from the above amount.

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TFC Contract No. 18-121-000 ExhibitA-1 Assignment No. 1

PSIProposalNo.0201·230873 Texas Faclllties Commission

December 14, 2017 Pages

CONSTRUCTION MATERIALS TESTING Personnel Rates UNIT

Chief Engineer/Scientist ....... ......................................... - ............. per hour ..... ................................................................... $

Proressional Engineer .............................................. ·-·········· ....•.... per hour ............................................................... .... ..... S Project Engineer ........ ............ _ ..................................................... per hour ..... ................................................................... $

Project Manager .................... - ..................................................... per hour ..... ................................................................... $

AWS Certifiad Welding Inspector (4-hour minimum} ................... per hour .................. ,_ ................................... ................ $

Overtime ............................................................................... per hour ........................................................................ $

Roofing/Waterproofing Inspector (4·hour mlnimum) .................. per hour ..... ................................................................... $

Overtime ...... ......................................................................... per hour ....................................................... _ ............... $

Drafting .................................................................... _ .................. per hour ............................................ ···-·····-··· ............ $

Administrative ... .......................................................................... per hour ............................. ...... ........... ......... ....... .......... $

Field Testing Service Rates

AMOUNT

140.00

12S.OO

95.00

95.00

80.00

120.00

55.00

82.50

42.00

32.00

SCflior Englneering Technidan (4-hour minimum) ....................... per hour ........................................................................ $ 42.00

Overtime ............................................................................... per hour ......................................... - ............................ $ 63 .00

a. Asphalt Batch Plant Inspection

b. Concrete Batch Plant Inspection

c. Drilled Pier, Pile and/or Foundation Inspection

d. Field Compaction Testlng and Observation

e. Laboratory Technician

f. Pre-cast Concrete Inspection

g. Sample Pick Up

h. Soll Cement or lime Stabilization Inspection

Engineering Technician (4-hour minimum) ................................. per hour .......................................................... ~ ........... $ 40.00

Overtime ..... .................................................................... ...... per hour ...... ...................................... _ ..... - ................... $ 60.00

a. Concrete Placement Inspection

b. Cylinder/Cube/Beam Pick Up (Z·hour minimum)

Coring

a. Concrete Pavement (Minimum) .................................. min charge .... _ ..... _ ....................................................... $ 255.00

Up to 4 Inch Thiclcnes.s, 4 Inch Diameter Bit ...... ........... per core ......................................................................... $ 83.00

b. Structural Concrete ....................................................... will quote upon request

c. Asphaltic Concrete Pavement (Minimum) .. _, ........... - .. min charse ............................................... ,_ .................. $ 255.00

Up to 4 Inch Thickness, 4 Inch Diameter ....................... per core ......................................................................... $ 76.00

Note: Larger diameters or thicknesses required will be cored at the rate of $1.60 per Inch thickness and per Inch diameter.

Floor Flatneu lnspectlon ............................................................. per trip ····-········ ............................................................ $ 835.00

Reid Sieve Analysis .... .................................................................. each ... ...... .. ................................................ - .................. 5 14.00

Field Percent Solids of Lime Slurry ............................................... each ................ ..... _ .............................................. ........... S 21.00

Equipment Rates James R·Meter ......... ........... .......... ................................................ per day .......................................................................... $ 70.00

Nuclear Density Gauge ................................................................ per hour ........................................................................ S 7 .SO

Skidmore Wilhelm ...... .................................................................. per day ......................... - ............................................... $ 121.00

Ultrasonic Testing Equipment ....... ............................................... per day .......... ....... - ....................................................... $ 100.00

Vehicle Cha.rge 14 hour minlmum) ........... ..................................... per hour ........................................................................ $ 8.00

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PSIProposalNo.0201-230873 Texas Facilities Commission


Laboratory Testing Rates Concrete

lab-Oratory testing or concrete, mortar, and grout specimens:

a. Conctete Compressive Strength ............................................................................................ each ............... $ 14 .SO

b. Reserves Not Tested ...................... - .... - ......................................................................... _ ..... each .......... ..... $ 14.SO

c. UghtweightConcrete CompressiveStrength ......................................................................... eac:h ............... $ 17.25

d. Density of lightweight Concrete Cylinders ............................................................................ each ............... $ 2S .OO

e. Flexural Concrete Strength (beams) ......................................................... - ........................... each ............... $ 19.00

f. Com;rete Tenslle Strength ...................................................................................................... each .... ........... S 39.00

g. Compressive Strength of Cubes .......................................................................................... ... each ........... .... $ 16.00

h. Compressive Strength of Grout Prisms .................................................................................. each ........... .. .. $ 25 00

i. Preparatlon and Testing of Concrete Cores ........................................................................... each .......... _ ... $ 50.00

Facla Brick

Absorption and Saturation .......................................... ........ ....................................... - ......................... set of 5 ...... ..... $ 231.00

Compressive Strength .......................................................... ................... _ .............................................. set of 5 .......... . $ 231.00

Compresslve Strength of Masonry Prisms······-········ ................. ............................................................ each .......... _ ... $ 323.00

Compressive Strength of Masonry or Concrete Block .......... ..... .................................. - ........................ each .... .. .... ..... $ 160.00

Mix Design

a. Testing of Aggregates (absorption, specific gravity, unit weight) .......................................... per series ....... $ 110.00

b. Proportioning and Preparation of Concrete ........................................................ .................. per point ...... .. $ 323.00

Note: Cylinders and Sampring of Materials will be charged at applicable rates.

c. Concrete Mix Design Review for Compliance to ACI or ASTM Standards .............. ................ each ............... $ 176.00

Soils and Aggresates

Moisture/Density Relat!onshlp of Soil (Proctor Test):

a. ASTM D 698 & D 1557, Method Beach ...................................... ............................................ each ............... $ 140.00

b. ASTM D 698 & D 1557, Method C ... ·-····-·· ................................................................ - .......... eath ............... $ 175.00

c. Relative Density Determination ........................................................................... ,_ .. , ............ each ............... $ 185.00

Atterberg limits Determlnatlon (Pl) ...................................................................................................... each ............... $ SS.OD

Material Finer Than #200 Sieve ............................................................................................................. each ............... $ 55.00

Sieve Analysis of Aggregates .......................................................................................................... ........ each ............... $ 62.00

Compressive Strength of Soil Cement .................... - ............................................................. _ ........... -. each ............... $ 62.00

Lime Series Curve (Soll Amendment Series) .............................. - .......................................................... each ............... $ 275.00

Grain Size Analysis, Mechanical and Hydrometer .. - .................................. ........................................... each ............... S 185.00

Los Angeles Abrasion Test of Aggregates .............................................................................................. each ....... - ...... $ 224.00

Bearing Ratio Test (CSR), ASTM 0 1883 ..................................................................... .. .............. .......... eac:h ............... $ 212.00

Note: Molsture/Oensity Relationship of Soil not lnduded.

Permeability Test:

a. Falling Head ................................................................................................................. ...... .... each ..... .......... $ 220.00

b. constant Head ....................................................................................................................... each ....... ........ $ 255.00

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@ c.

PSIProposalNo.0201-230873

Texas Facilities Commission

December 14, 2017

Page 7

Remolded Sample .................................................................................................................. each ............... $ 70.00

Organic Content ..................................................................................................................................... each ............... $ 70.00

Asphaltlc Concrete

a. Molding Specimens (3 specimens) ......................................................................................... per set ............ $ 60.00

b. Density (3 specimens) ............................................................................................................ per set ............ $ 60.00

c. Stability (3 specimens} ........................................................................................................... per set ............ $ 70.00

d. Extraction and Gradation ....................................................................................................... each ............... $ 140.00

e. Theoretical Specific Gravity ................................................................................................... each ............... $ 70.00

Thickness Determination of Asphaltic Concrete Cores .......................................................................... each ............... $ 15.00

Density Determination of Asphaltic Concrete Cores ............................................................................. each ............... $ 20.00

Mix Design Review ................................................................................................................................. each ............... $ 130.00

Remarks 1. PORTAL TO PORTAL: All hours are portal to portal from 3730 Dacoma Street In Houston, Texas.

2. HOURS/OVERTIME: Fractions of hours will be billed as whole hours. Overtime is classified as all hours worked over eight (8) hours

per day and hours worked after 5:00 p.m. weekdays and any hours worked on Saturdays, Sundays or Holidays.

3. PER DIEM: Per Diem will be charged at $40.00 per day per man and Cost+ 15% for Motel/Hotel Expenses.

4. PROPOSAL VALIDITY: Unit prices/rates are In effect for 12 months from the date of this proposal and are subject to change

without notice thereafter.

5. ADDITIONAL SERVICES: Services and fees not listed will be quoted upon request.

6. REPORT REVIEW: Project Manager/Engineer to schedule and supervise personnel and evaluate and review reports will be billed

at a minimum of 0.2 hours per report issued.

7. RUSH CHARGES: Laboratory testing requiring overtime, weekend or holiday work will be invoiced at applicable test rate plus

technician overtime charges.

8. SAFETY AND TRAINING: Safety training courses and drug screen testing will be invoiced at applicable hourly rates. The drug

screen and safety course fees will be invoiced at cost+ 15%.

9. PROJECT SET UP: A project set-up charge of a 2 hour minimum applies to all projects.

10. ENGINEERING LETTER: Should an engineering letter from PSI be required for a Certificate Of Occupancy (COO) permit, certain

Inspections may be required. Please contact PSI prior to construction for further Information.

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TFC Contract No. 18-121-000 Exhibit A-1

GENERAL CONDITIONS

Assignment No. 1



PARTIES A:-0."D scorE Of WOJU\: Profcn1011.,1 Service lud1utncs lnc ('PSI' ) 1l1111l 111cludc s:ud COl"l>:lll)' or ... pnnicubr W\ ISIOIJ s111><1wM) 01 affihnle pcrfonuin!'

the wad .. - Wo1l:"111cou1 tli.e •pccilic '"";cc to t.e pcrfonucd uy PSI •• ,.,, t..>1th IU PSI'• PfOpos:il. Clicut •s acccplaucc thercofauul these Geuer:il Couditiou~ AJJillou:>I

worl: crde.-cd by Client sb:ill nl.so be •nbjttl to thne Geurr:il Cond111ons "Chcut" rof•n to the pcnon or husmeu cnhl)' ordcfUl!l llie "orl: 10 hr douc by PSI If Che al l• ordcriup the wo1L: ou bcbnlf of auothct", Chcul rcprncnu auJ warrnurs lb:JI It" rhc dnl)· amhorizcd R!fClll of smd pnn) for rhe pniposc of ordcrinti aud dncclm!.' 1n1d worL:

Unless otherwise stntcd in" ntinf. Clienl assum"" sole '"spousibilrty forddcnniuiu!f wherhct tlu• quautiry ond the unnu-e of the "°'L: ordered by lhe clieut is ndeqnnt" nnd sufficient forClicur's i111onded p111pooc Client sh .. ill coaumun1cate thrse Gcncr:il Conditions 10 t:3'h anct ~·cs;· tlurd pnrty to who1u Clicut tr.1111111i1s ru1y pnrt of PSl't worL:

PSI shall ha\·e no duty 01 oblipatia1110 auy lhinl Jlllfl) {Ir""'"' thnu rbnr sci fonh in PSI s p1oposal. Cli .. uc's acccpl•nc• d1er~f aud the•• Cic:'ucml Coudiriou1 Tbc orderill!il ofwotk fiom PSI, or 1l1or rorlinnc" 01111J1)' of PSI'• work. &hall consrinuc ncc•11toucor ofrh" l•nns of PSt·•pro11M:Jl nnd these Oen~al Co11d11lou1 , rcp•tdleu aftht! tent" of any 111bsCfJuc111ly issut!d tloc11111eu1

1. TESTS A:-;D l:'>SPECTIO:SS Client shall c•usc nll rau nud inspections oflhe s11c. 11i.11on:ils •uct n·orl: l"'ffonnl!d b)• PSI or orhen lo be runely .u1d prol"'tly pmormt!d 1n accord.iucc with the plans. specificarions and coulnlcl documcnh oud PSJ's rcconuucudorious ?>;o clainl5 for lou. do100pc or mjuiy shall t... lm>uiWr opDtSI PSI by

Chcur or au)· rbud pnrty nuln• all tesls nml in>pcclious hove 1......, SCI p11rforu1cd and 1111te .. PSt·• rcconuue111Lir1<>n• hn\-c t...m followeJ Client aiu.-n lo indaumf'.y.

d.,fcud nnd hold PSI. irs officers. employees ou<I O(IClllS bnnnlcu fiom aur nml all clauus . ""''·lassos, co•h anct npeusn, includinp , b111 no1hunlcd10. co1ltt i:ost• noel rco•onnble nnoruey•s fe.,. io 1111• .,,·.,111 rhar all oncb , ... ,,and imptttious llR' 1101 •o p<'iform..d 01 PSI'• rcconw1e111ln11011s n1" 1101 "'follow<'d

J PRE\ • .\ll.L~G \\'AGES. Tltis p1opoW1I spct:ificnll}' c:tclndc• cowplilill~• wirb IW)' p1o)'tcl lnbor a1.11ce1uc·111 , lnbor a{Uitewe111. or other uuiou or nppreurici:sbip reqnircme11r1 In nddition. unle .. or:tphcirly nprcl!d 10 in rbe body of ibis propos.il. Ibis riropos.il spcc1ficnlly ncludcs compl~iuce with nn)' 11.re or f.,dernl prir\·ailiJ1l'

wa11c law or a.ssocinr"d requiremculs. iuchulu1l' the Pavis Bncon AcL Ir is a[!re"'l rli.11110 npphC11bJ.. pre\'lliliup \\'llll" class1fica1icu or wnpe rare h.M been p1 o\;d.,d 10 PSI.

and 1bn1 all"'"!!.,. and co.r nrimatn co111niocJ herein ftrc b,,~d solely "l'°" •tru1•fard . nou·prn·niliitg; "'"!'" 1a1... Should it !:ires bt! J.,1.,mullfll by th" Owua or nny "l'Phcable ~l'"'lcy rb"f 111 tict pre1o'llilu1!f n·al"' nppha . then ti is a[lrecd tb:it rl"' contr.lct vnhre of Ibis nprieemcnt sb:tll be equir,.bly adJU•IN to acco1uu for such cltnn(lcd

ciicwustaucc Cb"1tl will r"iwbtusc . ikfcud. iud.,UUJ.ify llUd bold IWllllcss PSI frow &Wd a~aiust any liabilit)· 1cs11lliu!.' frotu a sub>"IJll"lll dl:1nuUwi1io11 that p1n11iliul1 WOpe rcpnlntion• C0\'"1' lhe Pn>jttl , it&<:llllWI!.' nJI COSb, rates Dlld DllOOIC)''s (~

~. SCH:EDllLL'liG OF WORK The •a>iccs sel fortb iu PS1'1 proposnl and Clieur ·s acccplnucc will bt! accowplhbed by PSI pcnoU1Jcl al the prices quoted If PSI i• 1eq1111 ed lo dclny coru111.,11cc111es11 ofrhc \\otl: or if. npou eutbnrL:m!.' 11po111I• WDfl... PSI is r"IJllircd 10 slop 01· 1uren11p1111" p1opess of irs worl: ns a remit of chnnpcs 111

th" •cope of du• worl: 1cqne•lcd b)' Clieul . 10 (111011 rhe r"qui1.,111c11t• of third pnrll.,s, i11lcn111t1ious in th<' 1•raprcss of cou•rmcrion. or otbcs cn1•••• b.:)·oud I],., dhccl 1·e:iwunbl., control of PSI. nddirion:rl ch:irpes "·tlJ IHI apphcnhl" anct P"Y:ibl" byChenr

' · ACCESS TO SITE Cllcnr w11l •mUJpc aud pn>\'idc such accns lo rbc site ond wo1I: as ts nccc•SAJY for PSI 10 perfonn rh" wo1l.: PSI .1 ... 111.i.:e rca>OUl!bl" 111ct1"11rcs Dltd prcc.1111ion1 to miniutize d.101•[1<' to ri... sh" &Wd :u>y i111pro\•ements locared !Mreau •• the rcsulr of us worl: or rbe use of in cqnip111eut

6 . CL~'T'S DLI\' TO :SOTJFY E:SGl':\"EER Clieul wnrr.1nts dtnt 11 b:u :id\-iscd PS( of nn)· l:nowu or s11s1,.,crcd hnz.irdons 111~1.,ri:ib. utihty liu.,s 1U1d pollurnnrs al an)·

'"" nl which PSI io In do \\ork. nod nnl"ss PSI h•• anruncd iu wn1ii11.' the rnpn11sib1lny of locn1iu1.1 subsnrfnce objccrs. s1mc111res . fores 01 co11d11i1., Ch.,111 np1tts to defend , i1ule1wiify anct ,., . ., PSt hn11nlcss f10111 all clninn. 111its . Ins""• co•I• ftlld <'llpcn>e• . includillp rensounbl" nllomcy'• ft!cs ns n rcsnh of re1sounl it1J•lf)'. den th 01

property ct~nt.1(1e occmii11!' with respec110 PSl"s pcrfonnonc., of us worl: nnct rMilltiutt to or c•1t•ffi by co111:1c1 wirb subsurface or lnrenr objects sm1cn11cs 1111.,s or co11dnt11

wb..rc rite ncmnl or potcs1tinl p1 eseuce nod locoriou rhcrrof were uol rc\'colcd to PSI by Chcur

1, RESPO:"'SllllLIT\' · PSl 's wo1L: shall 1101 wclud" der.,rrninut(I. 11ipeo 1Stnp or m1plemclllinL1 tbe wenus. merhodo, 1..:luuqun. sequ.cncn or proceduret of consrmctiou

PSI shnll uol ~ responsible for enluarin!.'. rcpor1Wl' or 0Cfcc1io1.1joli coudttions co""ruiup r....ci1rb. snfcty or wclfaie PSl's worl:.,.. t'lihitt 10 perfonu SIUU" shall 001 ltt :Ill)' wny c.uuse nay con1r.1c1or. subconrr:ictor or 111ppli.or from perforuuw:" of its WOfl: in ncconbnce wirh the con1r:ic1 doc1m1onts Clicul apuH dlOI it shall require

subropnrion lo be woived •llllUul PSI aud for PSI ta ti.. added oo "'' Addt1iowtl lus1irrd 011 all polu:in of tns1u1111ce. 1ucfudw11 nay policies rcquil'C<I ofChcnr ·s courmctors or &ubconrroctan. co,·mnl' nny con"roctioo or .W..·orlopmeut ncuv111es 10 br perfom1...t on the project &ilr. PSI li.u 110 nfLllll or dury to 11op rbe contrnclor's worL:.

a, SA:\IPLE DISPOSAL· Tcs11pccim""' ¥..ill be dispo..,d iinmedinrely 1111011 c01u11leliou of rh., l•SI. All d1illinl' sn1111•l•s \\ill hr dis110sed si-.t> (60) d.•y• nflea· subntl..,,ion of PSI' a rtport

'· PA \':\lE.'T Th" q1inn1111n and fc-n pio•ided in rltb pro11o""I 01e PSrs estitu:>lc b:1'ed on utforuinrion pro\ idcd b) Ch..at and PSI'• e.-.peneucor ou •unil~r proje<:I• n... ocn13J 101ol nmowu dt1" lo PSI shall be b:i..,d ou lhc ac111nl fm."11 qwuiriues pro,·1dcd by PSI al lbc 11ni1 "''""provided haem \Vbcrc Clicul directs or rcqunrs 11dcli1io1i.,1

worL: bi:yotJd rbc con1111c1 price i1 will be d..cwcd a cbau1.1• oad..r nod PSI will 1"' poid ncco1dw!:l to 1be ftt .eh.,Jul" Ch..ur sltall hr in\·oiccd ouce ct1cb wouth for n-.111:

pc:rfonued durit1f;t lh" prttcdin1.1 pciiod. Clicul aprces lo paycoch ul\·oice witbiu tbirl) (JO) dn)S ofil> rcccipr Cliall f11rd1er a1uees 10 pa) interest ou 11ll 1UllOllUIS in\oiced

1111d nor po id or objccrcd lo for nlid Cllll5" in writwp witlnn uid ll1i11y (JO) W.r period at rbe rare of eiµr...,. (18) pcrr;eul per aunum (or thc ma:tiumm mlaesl r:arc pcnuincd

11nd11r apphe11bl" lnw). uuril pnid Cliesu nprrcs lo pny PSI'• cosr of collection ofnll a111011ul• dt1e and 1111pnid nf111r 1hirty (JO) rl.iys, inclndm11 conn cosl.• nud r"nto11-1blc

nnoruey'1 fe"s PSI sl~1ll not be bound by nu;- pro,·ision or a(Uieement '"'i"''"'l' or pro\'idm!I for 3rbirrnrion of dupnr"' or con1rt1\·crsi"s nri•inp 0111 oftbu nprieemeul. :111y pro\•111on wherein PSI waives nny riphrs 10 a 111ecli.1nic.s' lien. or nuy provhion cond1t1011i11p PSf's npbt to receive p.1y111e111 for in worl: upon pa},nc11110 Chen! b)' nu}'

llunl pntty l11e5" Ocneml Conditions nrirnarice. wh.ere rcq11ircd, 1hnr PSI shnll file• hes1 whcncvu ncceunry to collttel pn•t d11c amom11s faihu" to 11111l:e pnymcsu wirhiu

30 days of u1w le• ;bnll cuuslihrl" a release of PS( 6-ow nuy aud all clni.ws wbicb Chcul u10y hov" whether in lort. coutrDcl or olherwi.sc, Dltd \\ berbor L:uowu or Wlb>owu al die tuuc


TFC Contract No. 18-121-000 ExhibitA-1

GENER.\L COJ\'"DITIOI"S

Assignment No. 1



111. ALLOC\T!O:-i Of RISK CLIENT AGREES TH..\T PSl'S SERVICES WILL NOTSUBJECTPSJ'S 11,-PMDYAL EMPLO'fEES Off!C"ERS OR DIRECTORS TO

o!ff PER~ONoL llr\B!Lm· ,;NJ THAUiOTiyrrHSio@ISG Ol'ff OTHER PRO\'JSIO~ Of THIS AGREEb!£l:ff. Cl!Elff oGREES THAT ITS SOLE Al'O E;><LUS!VE REMEQY SHoLl BETO PIREC"TOR ASSERTON\"CLOIM. PEM,;SD OB surro:.1.r AGA!SST PSI.

SHOULD PSI QR ANY Of US EMPLOYEES BE FO!Jl'ip TO HA VE BEEN NEGLIGENT IN THE PERFORMANrE Of ITS \\'ORK OR TO HAVE MAPE AND BREACHED ANY EXPRESS OR IMPLIED \\'ARR,:\NTY. REPRESENTATIOS OR rorqRQq C'L!ThJ" ALL PARTIES

CLAl~llNG THROUGH CLIENT ANQ ALL PARTIES C'LA(MJNG TO HA \"E IN ANY WAY RELIED UPON PS!'S WOES AGREE THAT THE MAXlfl.llJM AGGREGATE AMOUNT Of nm l!AB!L!D" OF PSI. ITS QFFJCERS EMPLOYEES ANO AGENTS SHALL BE rn.OJ"EP TO m.ooo 00 OR IBE TOTALAMOIJNJ OF THE FEE PAIPTO PSI FOR ITS WORK PERFORMED ON THE PROJECT WHJCHE\'ER AMOUNT IS GREATER. IN Tlf£ E\J;J\i CLIENT IS U!SW!LLTNG OR UNABLE IO LIMIT PSl'S LIABILID" IN ACCORDoNCE WITH THE PROVISIONS SET FORTH IN THIS PARAGRAPH. CLIE?-."I fl.Lo\\", UPO!\ \\'BITTEN RE0l1EST OF CLIENT RECEIVED \\1THIN FIVE DAYS OF CLIENT'S ACCEPTANrE HJiREOF. INCREASE THE LI!':UT OF PSI' S LIABILID' TO S2-i0 000.00 OR IliE AMOUNT OF PSI' S FEE PAID TO PSI FOR ITS \\'OBJ.: ON THE PROJECT. \\'HIC"HEVEB IS THE GREATER. BY .:\GREE!NG TO PAY PSI A SIDI EO!JI\'AL'EJl."J TO AN ADD!IlONAL AMOUNT OF ~ 0 .0FTIIE TOTAL FEE TO BE CHARGED FOR PSl'S SERVICES. THIS CH . .\RGE IS !\OTTO BE CONSTRUED AS BEING A CHARGE FOR INSURA?liCE OF ANY TYPE. BUI IS INCREASED CONS!DERATIQl\: FOR THE GREATER LIABILITY Jll<"\'OL \]D. IN Alff E\"ENf. ATIORNEY"S FEES EXPENDED BY PSI lli CO)'iNECTION \\1TH At.1' CLAIM SHALL REDUCE THE AMOl1J';J AVAJl.ABLE Al\"D ONLY ONE SUCH AMOW."J WILL APPLY TO Al\)' PROIECT

NEIIBER PAflD' SHALL BE LI>\BLE TO THE OTHER IN COITTR,:\CT TORI IJNC'LUQlliG NEGLIGENCE ANP BREOCH OF STAMOR)" Pl.JI\"! OR OTHERWISE FOR LOSS OF PROFIT <WHETHER P!RECT OR INDIRECT! OR FOR AN)' ~DIRECL CQNSEOUENTIAL. PUNIII\"E. OR SPECIAL LOSS OR DAMAGE. !NC'LUDCNG \\1THOUI LIMITATION LOSS OF PROFITS. REVENUE. BUS!KESS. OR ANTICIPATED

SAYINGS !EVEN \\l!EN AD\'ISED OE THEIR P05S!BlL!Hl

NO ACTION OB CLOfl\.1 WHETHER IN IDRI CO'qRACT OR OIHERWJ<;E M:\YBE BROUGHT c\G:\(l'!ST PSI ABm'!SG ram1 OR REL:\TED TO PS! 'S

\\'ORS. MORE TH :\N nvo YE,;Bs ,;mR THE CESS:\JIOS OF rm; WORK HERE!JNPER REG :\RPLESS OF THE PoIE OF D!SCO\'ERY OE Sl'CH

£J.a!ll

II. L'l'D£.,~"JT\· Subj..,110 lht aUo\'t liuurari~ru PSI n~1.-.. u~l 11 JcfeuJ Inn re inJcmuify aud liold Clin11 !u11wlcn Ctuw aaJ a~o.iu>1 auy and :ill doiiw, suils. co•I• oud t:q><ll\n iacl1><Jmp rco>0w>ble onoruc)"s r..,. ouJ e<iurt c1>1l• IU lhc es1cu1 :u U.iu~ out gf PSI'• uc~a~cuct.,. fWAll) dclerwiued by• conn ofL1" Clic111 sli:ill p1ov1J• Iii• .. 11ue prul<¢tiun lu die exrtnl cf 1h ocph0cuce. Lu lh• cvcnr lhar Chcur or Clicnr's priuc1p:!I 1~11 briu~ ouy •ml, c:m1c cf ncuon. clnw1 01 co1u11c1d•nu oirnmsr PSI. W• Cll•ul nnJ lh• pony iniri.l1w11 m<l1 nc11011 •h•ll poy 10 PSI !ht O:O•I• and npenscs incnn~l b~ PSI 10 wvcs111101c 1111111 n nnJ Jcfcud at mclmlluir "'"'°noble ollomcy '> nud w101cu frn nud court com lo> 1bc c:ucal 1h;i1 PSI sholl prc\-ail in 111cb 11111.

u . TER.'II'1.\ TIO~ TI1u Alll«IU<nl moy h• lcruuaorod by cirhcr pony upon 1•,·•n rliys" rnor r;nnen notact Jn dtt f'\'tul of 1tmun.111e11 PSI st.ill be compeusorcd by Chml fo,. oll oe"i; n perforn1t'd up lo ornl u1cluJu111 d10 l<nuina1io11 dole. iudndu'I' reuub111 .. blc upe1ues

IJ. E:\IPLO\"EESl\\TINESS FEES rsr. cmplo}tt• shall UOI be 1cl3i11od •• ·~pen \l"lllle>1<J c>Ctpl b} sqiar:uc. Wnltcu D!ll<ftlltul Chcnl ·~•«•IC pay PSI'• lt?I e:tpcu• ... adwiui>tnlh'< cas11 011d ftt• puuu•u110 PS!-.1bcu ct1ncu1 fee sch.Jule Cur PSI 10 1tspouJ 10 Olly •ubpoeu.i for a pcnod of oat yur ofrct lhc cowplcliou of 1111y work pcrfonutd nuJa lllis •[DceJll<UI . C!reur "!U""' uo110 solicil 1oc1ui1 or bile DU} PSI cwplcy.,, er per\.Ou who uos bccu cwploycd b)" PSI 1\llhw Ilic p10\iou• twelve rnonrb• Ju 1bc C\'tuC Chau J,,.;,., ro hue •nch nu i11d.i1 idnol. Clit1U •!U«• thnt it sh:all ,...,k the Wtit1011 COtUetll of PSI. aml shol! 1••Y PSI on nmouur •q1u! to one• bn!C ofl11c employee'> num1nl12cd <Al~ . wullom PSI W•l\ill? orhor mncdiu ii uc1yl"we

1~ . FIDUC"UR\" PSI 1Sno1 a fllllnciol od'1sor. dD .. uot pnwide fil"inciol ad•·ice nr on:>lysi> of :uiyl:wd .10d oorhiup m our repom con crelle a liduc1,,l')·relo11ouslup belWecn

PSI ond anr orher pony

1~. RECORDING: Pliorop:ipb\ or \1dt0 r<¢ordin!I' of rh• Clitlll s o""ll proje¢r m.ir ~ 1'11:a1 by ;u1d 1utd far rbe Ch•nl°• 01\11 Ulltm,tl P'"l''"" Pbol<!IJOlll" 01 '1deoi 1rconl1op.s m~r nor be used for uwl:c1n1i or public11)· "'d.i11nb111ed ro n 1bird p:\11)" or odmwi1e rubli>h•d \\111iauc PSJ's P'"" mi•"· and cou1•nr ia "Ti1b11 T•l:ill! pboro~plu of orlitl' c1;..,,.· S3111pln ..... ••lllJH. er f.1C1htits Qt 1<¢0Jdur~ in •U) IWlllll<r •ny • .,. •ptCUllnl orbtr duu11bc ,..., Sjl«:iwcu 1tlo1cd lo IU• Ch<111°s p!OJC<:I ;, prob1b11..t. nut! 1hc Chts1I aiurn le bold in illicl coutidcuct lllld uol U>< 1111) p1opriel•I')' infou1uliou disclo•.d tith<r 1dvet1<11lly or iuoJ1·crtmll) The Cli.ut >boll dcfcud bold b01ml.u, lllld 111Jcuwify PSI (01 auy b1rncb of dli1 <l•u><

I'- CHOICE OF LAW A.""D E.'\:Cll'Stn: \"'£:0."llE : All doiw> nr disvutes 01i>iu!l or 1clotiup 10 •his a[DceJJ!CUI W.1U bt poverucd by. cou1tm•d aud cuforccd 111

accoubua wi1b •be lows of 111.woi> The t:tch1SI\'• \'CUU< for all ocuow or procccdin!l• amin? w coaw«:lion w1rh tW. o~rccwt111 wll 1"' c11lier lhc Cm:uu Conn iu ('0Ql:CC\u11)".lliiuoi., orrhc Fcdcr:i! Court forlhc N"rtbcruDu11ic1ofll!iuoi•.

11. PRO\'lSIO~S SE\'ERAllLE The p.r11cs ban c111.-r•d into d1is •tn ecmcor in !ood faub and II i• lb• apteilic inl<11t of the porr1u rl1.1t th• tcmu oC Choe Goner.ii Cl>lldlli"11• b• cnfon:cd as \\ 1111<11 Ju 111• cvn11111r cf1hc pro\ ii101u er rll•,. Gni=l Coaatiuous i11011lal be Canad lo) l>e11n~fo1co~blt 11 •h:all be •hichn and rhc mnnu1u1~

pro•i•io111 d1•ll be n1Ca~uble

IL E:'l'TTRE AGREE~IE!'>"T Thu opcc111cn1 cou>lihllt\ tl1• cnrire 1wden13ndinp oftl1c p•mcs. •nd rhtr• arc 11c rcprcs<111>11ons \\0orron11cs er 1u1dcrtol:in~s n•ide olhtr llun •• ,,. fonb herein Thu ~prtcr11en1 ru.t)' bt omendcd modified or rmnin••cd onlr m \\Tilmp •i[Died byuch cfrhc p.1~• h<f•lo


TFC Contract No. 18-121-000

PROJECT INFORMATION

Project Name:

Project Location:

Your Job No.:

CONT ACT INFORMATION

Project Manager:

Email Address:

Site Contact Name:

Email Address:

REPORT DISTRIBUTION (Eman addresses required)

Copy To:

Email:

Copy To:

Email:

INVOICE Information

Company Name:

Mailing Address:

Attn:

MISCELLANEOUS

Other Pertinent Information:

COMPLETED BY:

Name:

Title:

Exhibit A-1

PROJECT DATA SHEET

Purchase Order No.:

Phone:

Fax:

Phone:

Fax:

Copy To:

Email:

Copy To:

Email:

Phone:

Fax:

Email Address:

Phone:

Email Address:


Assignment No. 1



TFCCONTRACTNO. 18-121-000

EXIDBIT B-1

TFC Contract No. 18-121-000 Assignment No. 1

Project No. 16-013-6077

LIST OF PSP'S PROJECT MANAGER AND SUBCONTRACTORS

4

A.

LIST OF A/E PROJECT MANAGER AND

SUBCONTRACTORS

TFC Contract No. 18-121 -000 Exhibit B-1

Project No. 16-013-6077 PSI, Inc.

(Name, Company Name, Address & Contact Person (Project Manager))

Project Manager: Brian Bass, P.E. (Name) Intertek-PSI (Com12any) 3730 Dacoma Street, Houston, TX 77092 (Address) (281) 906-4874 (Cell#) [email protected] (Email)

1. Chris Aicklen (Name) Intertek-PSI (Com12any) 3730 Dacoma Street, Houston, TX 77092 (Address) (832) 287-1593 (Cell#) christopher.aiken@ psiusa.com (Email)

2. Robert New (Name) Intertek-PSI (Com12any) 3730 Dacoma Street, Houston, TX 77092 (Address) (281) 924-3577 (Cell#) robe rt. new@ Qsiusa.com (Email)

3. Anh Tran (Name) lntertek-PSI (Company) 3730 Dacoma Street, Houston, TX 77092 (Address) (713) 539-5664 (Cell#) anh.tran@ psiusa.com (Email)

4. Ackerman Moore (Name) Intertek-PSI (Company) 3730 Dacoma Street, Houston, TX 77092 (Address) (832) 435-0467 (Cell#) [email protected] (Email)

indefinite delivery indefinite quantity between...tfc contract no. 18-121-000 exhibit a-1 assignment...

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