Loading...
R2004-160 10-11-04RESOLUTION NO. R2004-160 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, APPROVING WORK AUTHORIZATION #4 SUPPLEMENT #16 FOR MATERIAL TESTING SERVICES ASSOCIATED WITH THE PEARLAND MOBILITY AND DRAINAGE BOND PROGRAM (CORRIGAN DETENTION POND PROJECT). BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract by and between the City of Pearland and Turner, Collie and Braden, Inc., ("T C & B) for Program Management of the Pearland Mobility and Drainage Bond Program was authorized by the City Council on December 10, 2001. Section 2. That T C & B has developed work authorization #4 Supplement #16, which is attached hereto as Exhibit "A". Section 3. That work authorization #4 Supplement #16 for material testing services associated with the Corrigan Detention Pond Project is hereby approved. PASSED, APPROVED and ADOPTED this the ].].th A.D., 2004. ATTEST: day of October TOM REID MAYOR YOU~~ CITY ~ECRETA~,Y u' V APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY TurnerCollie __ Braden Inc. Engineers · Planners · Project Managers Exhibit "A" Resolution No. R2004-160 P.O. Box 130089 Houston, Texas 77219-0089 5757 Woodway 77057-1599 Tel: (713) 780-4100 Fax: (713) 780-0838 September 22, 2004 Re: Pearland Mobility and Drainage Program Corrigan Drainage TC&B Job No. 13-11256-004 Mr. Joe Wertz, Jr. Projects Director City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Dear Mr. Wertz: In accordance with the Program Management Contract approved by the Pearland City Council on December 10, 2001, Turner Collie & Braden is requesting the following Contract Supplement for the ongoing Program Work as described below: Work Authorization No. 4, Supplement No. 16 Corrigan Drainage Improvements - Contract No.2 - Pump Station and Detention Pond Coostruction Materials Testing Geotest Engineering, Inc $38,000.00 The total amount of the Contract Supplement is $38,000.00. Copies of the Work Authorization and the Proposal for the work are attached. Please return one executed copy of each of the attached Work Authorizations. Sincerely, Associate Vice President Attachments Established in 1946 Engineering Excellence for Over AN AECOM COMPANY One-Half Century ATTACHMENT D WORK AUTHORIZATION NO. 4 SUPPLEMENT NO. 16 This Work Authorization is made pursuant to the terms and conditions of the Pearland Mobility & Drainage Bond Program, hereinafter identified as the "Contract", entered into by and between the City of Pearland ("City"), and Tumer Collie & Braden Inc. ("Engineer). PART 1. Work Authorization No. 4, is related to The Corrigan Subdivision Drainage Improvement Project. The Engineer will perform, Construction Materials Testing services associated with the construction of Contract No.2 -Pump Station and Detention Pond. PART 2. The maximum amount payable for services under this Work Authorization Supplement No. 16 is $38,000.00. This amount is based on the attached fee proposal submitted by Geotest Engineering, Inc. dated September 20, 2004 PART 3. Payment to the Engineer for the services established under this Work Authorization shall be "Reimbursable ". PART 4. This Work Authorization shall become effective on October 12, 2004 and shall terminate on November 12, 2005, unless extended by a supplemental work authorization. PART 5. This Work Authorization does not waive the parties' responsibilities and obligations provided under the contract. PART 6. This Work Authorization is hereby accepted and acknowledged below. ENGINEER By: 5~..,~~/~/--~ By: Typed e CITY OF PEARLAND Bill £isen Typed or Printed Name Title City Manager Title October 11. 2004 D~e LIST OF EXHIBITS Exhibit A - Fee Schedule Turner Collie Braden Inc. 9/22/2004 EXHIBIT A FEE SCHEDULE Pearland Mobility & Drainage Bond Program Work Authorization No. 4 Supplement No. 16 Summary ,Project Corrigan Subdivision Drainage Improvements En.qineerinfl Services Hydrologic & Hydraulic McLean Study Environmental Compliance 404 Permit Archeological 404 Permit Survey Topographic Survey Geotech ROW Maps & Documents PS&E Basic Services Traffic Control SWPPP Construction Administration Redesign Pump Sta Relocation ROW Acquisition Assistance Materials Testing Contract No. 1 Contract No. 2 Subtotal Total to Date LJA Engineering & Surveying LJA Engineering & Surveying Quadrant Consultants Quadrant Consultants Quadrant Consultants C.L. Davis LJA Engineering & Surveying Tonunay-Wong LJA Engineering & Surveying LJA Engineering & Surveying LJA Engineering & Surveying LJA Engineering & Surveying LJA Engineering & Surveying TCB LAN Previous Authorization $76 930.00 $15 500.00 $24 462.00 $7 784.89 $1 500.00 $9 9OO.O0 $113 321.50 $22 060.00 $41,863.00 $o.oo $321,665.OO $19,300.00 $16,080.00 $20,955.00 $9,6O5.43 $t72,700.00 $35,000.00 $o.0o $908,626.82 Current Authorization $0.00 $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $o.oo $0.00 $0.00 $0.00 $38,000.00 $38,000.00 $946,626.82 P:Vt3-11256r~Cordgan Drainage~Work Authorization 4-10.xls Page 1 of 1 GEOT $T ENGINEERING INC 5600 Bintliff Drive Houston, Texas 77036 Telephone: (713) ~ F~: (713) 2~-2977 September 20, 2004 Proposal No.: 04PM274 Mx. Jim Keller, P.E. Turner Collie & Braden Inc. 5757 Woodway Houston, Texas 77057 Re: Corrigan Subdivision Drainage Improvements Contract No. 2 Dear Mr. Keller: As requested, please fred enclosed our proposed unit fees to pwvide materials testing services on the above referenced project This schedule is being used on current projects with the City of?earlmifl. It is our undersumding that $38,000.00 has been budgeted for materials testing services. Additionally, we have been instmcr~l that is a not to exceed mnouat. We look forward to working with you on thi~ project. If you have any questions, please contact me at your convemence. Very truly yours, GEOTEST ENGINEERING, INC. Mark D. Wells, P.E. Vice President MDW/~ Copi~ SubmlUe. d Am~c. hm~nts: (1) Fee Schedule (CMT 800) 1)C26/l~! ~/04P~74.DOC GEOTEST ENGINEERING, INC. 5600 6intliff Ddve Houston, Texas 77036 Tel (713) 266-0588 Fax (713) 26,~.2977 CONSTRU(;TION MATERIAL8 TESTING FEE SCHEDULE CMl' 81)0 PERSONNEL 01 Prindpal, P.E. 02 Senior Engineer. P,E. (t0 years experience] 03 Project Engineer, P,E, 04 Staff Engineer. E.I.T, 05 Proje~ ManN)er 06 Technician NICET IV 06.5 Technician NICET 1V - eT 07 Technician NICET Ill, HMA-IA a~ HM^-II 07,5 Technician NICET III, HMA-IA or HIvlA-II - 03' 08 Technk;ian NICET Il. HMA-1A, ACI I 08,5 Technician NICET II, HMA-1A, ACI I - o*r 11 Technician, Non-CaflJrmd ! t o$ Technician, Non-Certified - eT lZ Welding Insm~clor (CWl) 13 Willcling Inspe~-tor {A~,oclate C,W.I.) 13.5 Welding Inr~pector (A~eoaate C.W.I,) · eT t4 NDT Inspector (ASNT Level II) 14.5 NDT Inspector (^$NT Level Il) - eT 15 NDT Inspector (A-~NT Level II1) 15.5 NDT Inspe¢tOt (ASNT Level Iit) - eT 16 NDT Inspector Level II wi AsSt. (2 man crew) 17 Support Pcr~onnol (Drafting or Word Processing) 18 Vehicle Charge 'ID Treffic Control MA TERIAI.$ TESTING fO0 Cot, crete Aggregates: 101 Screen or Sieve Analysis (A~TM C-136) 102 Speoirm Gravity (A.~TM C-1Z7 er C-128) 103 Unit Waigllt {^~I'M C-29) 104 A~ien (ASTM C-t27 or C-128) 105 Fkner thaa 200 mesh (ASTM C-117) 106 Organic Impmitbe (AS'TM G~0) 107 Seratch Hardness (AS?M C-851) 108 LA Abrasion Tests (ASTM C-131 or C.535) 109 Cie~y I. umpe (A~I'M C-142) 110 Light Weight Piec, e~ (ASTM C-123) 111 Send Equivalent (A~STM C-2419) 1'12 Sodium ~utfate Soundness. 5 cycles (ASTM 113 Sodium Sulfate 8oundne~ ~ additiofleJ Cycles 114 pslmgrapi.Jc Examinatiorl of Congreto Aogregalee (A~TM C~295) 201 Mix Design Review ($tatlaticalAnely~b) 202 Trl#, Batch Tesl~ (incl. Test Costs ASTM C-lg2) 203 Cylinder Te~t (ASTM C-39) 204 Beem Teat (ASTM C-78, C-203) 205 Concrete Coring (4' Dia., up to 6' Thickne~) 206 Measuring Thickness o/Concrete Cores (ASTIVl C-174) 207 Additiemd Thickness (8" tO t2') 208 Additional Thi=kness (over t2') 209 Concrete Caring. Minimum Charge 210 i:¥epamlioo of Core, Cepplngan~Test(ASTMC-42) Page 1 of 4 $143.00 $105.00 $82.00 $65,00 $58.00 $53.0O $79.5O $48,00 $72,00 $a3.oo $~:4.50 $32,00 $72,00 ~48.00 $'72,00 S78.00 S31.00 Cost +10% $28.00 $33.0O S31.00 $1 ~*~40,00 ' ~7.00 S260,00 ay /'Hr / Hr I Hr I Hr /Hr I Hr /i'V I Hr I H~ I Hr I Hr I Hr I Hr I Hr /Hr /Hr IH[ I Hr I Hr I Hr /Hr I Hr I Hr les lea lea /Es lea lea l~s lee lea lee tee lee $I 15.00 lea $200,00 Iea $13.00 IFa $20.00 I,Fa $72.00 I Ee Se,SO lea $6.75 I In $12.00 I In $275.00 ILS $57.00 /es CO 39~d ~)NI~33NIE~q3 £$3J.O~FD LLG~gg~£TL OP:OT POOC/T~/60 GEOTEST ENGINEERING, INC. 5600 Bintliff Drive Houston, Texas 77036 Tel (713) 266-0588 Fax (713) 266-2977 CONSTRUCTION MATERIALS TESTING FEE SCHEDULE GMT 600 Page 2 of 4 211 Cement Compressive Stmrmgth, one age (ASTIVl C-109) $104.00 212 Cement Compressive Sb'ength, ek~o eges (^$TM c-1n9) $127.00 213 MortarlGroui Comp. ,gtrength Cubes (AST~ C-10g) 214 Me, tar/Grout Comp. Sirenglh Cubes 3" x 6' (^STM C-495) $17.00 215 Mc~arlGrout Comp. Strenglh (AETM C-1019} 216 Structural C~n9 By Quo';ation 2t7 Wlml$or Probes (ASTM C-603) 218 Bar Linear Shrinkage $235.00 219 Unit Wright of Lighlwejght CylinOers $25.(10 220 Sf~it Tensile Strength Including preparation (ASTM C-496} 221 petrographic Examinabon of Iflatdened Concrete (ASTM C-R56) By Quotation 222 Concrem Shrinkage TeSt (ASTM C-157, C-4g0) $125.00 lsat I Sm I Ea lea / Ea I Set I I Ea 301 Cemixessive ~trength (ASTM C-67) $24.00 I Ea 302 Ab~rplien- f;ve hour boiling (ASTM C-67) $E2,00 1E.~ 303 Absorption - 24 hou¢ boiling (ASTM C-67) $~,3.00 1 E~ 400 Re~nf(~cing 401 Ten~ion Tests (elam #1t and under) $36.00 I Ea 402 Ter~si~ Tests (mze~ over #11) $48,00 I Ea 403 Bend Tes~s (size #6 end ureter) $29.00 I Ee 404 6em~ Tests (sizes ~ver #6) S35.00 I Ea 405 Oek;rmabon Examination $?.1.00 I Eu 406 Belt Tenrdle Test (ASTM A-325) $42.00 I Ea 500 Weidee ~ee~imm~: 501 Welded Coupons (A,~I'M A-370) ~est -10% 600 ~'enskm Tests (ASTM A.3?O): 601 Without use of Extensometer $38.00 I Ea 602 With use of Extensomemr (with Curves) $67,00 I Ea 603 Steel SCrand Ca~e $94.00 I Ea 700 Nondestructive 701 Radiographic Films (ASTM E-142) . Cost ~. 10% 702 Ra~ogral~ic So~'ce, Iridium (ASTM E-1114) 3i91 703 Radiographic $0urca, Cob~ 60 $104.00 704 Ul~e~eni= Equipment (AW8 D1.1) IE.~ lea lea P0 39~ E~NI~33NIE~q3 IS3103~J LLG~gg~ETL OP:GT GEOTEST ENGINEERING, INC. 5600 BIn~liff Drive Houston, Texas 77036 Tel (713) 266~$88 Fax (,~t3) 266-2977 CONSTRUCTION MATERIALS TE~TING FEE SCHEDULE CMl' 8OO Asphalt Consrete MIX Design Page 3 of 4 801 Mix Design Review $16CLO0 I Ea 802 Trial Batr..h Test (up to 5 points) $1,20(k00 /-Es 803 ' Additional Cuwe Points for l'r~al Baich Te~t, per paint $17:t.00 I Ea 504 Extraction & Gradation Test (T£X 210F) $141).OO I Es 80,5 Sl)eoifi; Gravity (ASTM C.2041 er TS× D01F) $53.00 I Es 806 HVEEM or Marshall Stability (TEX 208F or ASTM D1559) $70.00 I Set 801 I~u~k Density- tab Molded (TEX-20?F) $3~,00 I Set 807.5 Bulk Density - Core (TEX.207F) $35,00 / Ea 808 Molding Specimens (;3 per set) (TEX 205F) $48.00 I Set ~09 Penelradon (A3TM D-5) $63.00 I Ea 810 Oucfllity(ASTMD-113) $85,00 lea 811 Viscosi~/{ASTM 0-2170) $70,00 I E~ 812 Asphall Coring (4' Dis., up to 6" Thickness) $88.o0 I Ea 813 Asphalt Coring Minimum Charge $2~,0.00 IL$ 814 Additiorml thV.,kne~ greater than 6" ~:6.00 1 In 81,5 Abson Recovery (TF_X 211F) $2z,0,00 I Ea 817 Mexlmum Theoretical Specific G~avi[y (TEX 227) $67.00 I Ea 815 HOt Mixed ln-Pla(;e Asph~l Design $1,e~J0.00 I Ea 819 Apparent Specili; (3rav#y (TEX-202F) $50,00 1 Ea 820 Moisture Su,sceptibilily Test (TEX $~1-C) $3~,50.00 I EB 821 PMA Exfraction/Graddtinn (ASTM 0-2172) $200,00 I Ea 822 pMA Ex~raotlon/Gradutlon by IgnllJon (ASTM D,.6307) $11).4.00 I E; gO0 Build-up Rtmf and R~of Fill: 901 CuL'ting Out Roof Sample EvalualJ~nl Analy~l~ (ASTM D-2928) 902 D~ Density Test and 28 day C,~mpre~lve Tests 903 LeboraoTy Prepm~o~ $259.00 I Ea $53.00 ~ Ea APl~i¢abie Technictam Rate 1000 ~oils Teats: 1002 1003 1005 1006 t007 1008 1019 1011 1012 1013 10t4 1015 1016 1011 1018 1019 10t9,5 1021 1022 1023 10~4 Liquid and Pis~i; Llrnbs (ASTM D-4318) Moisture Content Only (ASTM D-2216) ,~ieve An~ysis (ASTM C).-422) Parr, el'Jr Passing #2O0 Sieve (ASTM D-1120) Specific Gravity (A~rlVl D-854 and D-204) OMC) S~andard Compaoik~ (A~TM D-698) aMD Id~dified compaction (ASTM D-1557) OM~) Lime or Content Sf, al~li~ Soil (ASTM D-698 or O-1557) Cnlifomia Bearing Ratio (ASTM IP-tSa~J) Percent Solids - Lime Slur~' (ASTM 0-2216) Lime Series - 4 Point Cement Content (A~TM D-SO0) Nuclear Dem~¥ Equipment Ran(al Cement ~ CompmssNe S~rength (ASTM D-1633) Maximum and Minimum Density (Sand) (ASTM D.4254) Dansily and Moislum of Soil Sample (ASTM D-2216,0.2937) Un;o~ned Compro~ive (ASTM D-2166) Unconsolidated Undrained (A~TM D..2650) Consolidatlon - Increment (ASTM D-2435) Conrroiidalion - additional Increment pH at' Soil (AOTM D-4972) Optimum Lime Content pH M~hod Sieve Analysis - Base Malarial (ASTM C-136) Compre~r, ive Stranglh - Bi~e Malarial {TEX-120E) $45.00 I Ea $6.00 lea ~42,00 I Ea ~3~.00 lea $I~.0o / $160,00 / Ea $~65.00 lea $; 58.00 lea $32,OO I Ea $t78.00 I $230.00 I Ea S52,00 I Ea $155,00 / Te~t :;19.00 I Ea $33.00 I Ea $48.00 I $265.00 I $38.00 I $173.00 IE~ .~/O.OO GEOTEST ENGINEERING, INc. 5600 Bintliff Drive Houston. Texas 77036 Tet (7t3) 266-0588 Fax (713) 266..2977 CONSTRUCTION MATERIALS TESTING FEE SCHEDULE CMT 800 Page 4 of 4 1025 Soil Shrinkage Feeler (ASTM D-427 ) ~6.,~ I Es $2t5.'~ I ~ 1 026 O~ D~te~n~l Swal Coh~ive ~ (ASTM D~943) By Qu~n 1027 T~axial T~a~ $170.~ I ~{ 1028 Pe~eeblii~ C~d~ He~ (AS~ D-24~) $210.~ I Te~t 10~ P~h~e Test ~8.~ / Ea 10~ Crumb Test (ASTM 0~7) $1~,~ I ~ 1031 Double Hydromet~ (~TM D~I) $75.~ I ~ 1032 Free 5weR (FHA) ~2,~ I ~ 1033 So~ Suct~n - Filer Pe~r Mat~ 1101 Intermittent 3.1nch Dismeter (0-50FT) $13.50 IFt $1 !~.00 1Ft 1102 Intermittent 3-inch Diameter (51FT-I.OOFT) $15,00 1103 Con[inuous 3-Inch Diameter (0-20FT} $!;.00 IFt 1104 Boring over 1.00 FT A~Jitinnel Surcharge $7.00 / Ft 1105 W.~h Boring $;}.00 IFt 1106 Auger Boring 1107 Undisturbed or Split Spoon Sample In Wa=h or Aucjer Borir~s $~;).00 I Ea 1108 Gmu~ing of Completed Bore Holes 94.00 ! Ft 1109 Boring Not Ac, Ge~sible by Truck Mounted Equipment, Surchal~je $5.00 IFt 11 tO MImmum Chsi'ge (to be used when charges ere les~ e~an 9575) 1111 Idobili;MJon/Oemobiib~tion $250,00 I Projec{ t112 Piezemster Inst~ilation ByQuotalJon 1113 ?HDConePenetrsliDnTest $;~.00 lea $1~,00 ILS 1114 ATV Mol~#zation Surcharge 1115 Polleble Rig Drilting (Crew el' W~oi $1:~2.00 /Hr $1;~5.00 I Hr 1116 Stand by(Crew of two) Cost +10% 1117 Matel~l~ 13o0 Reimburi~bls Expenses 130t Reimbursable Expenses InckJding Outside Tea, ting, Equipment Cost *10% Remarks Ove)Yime rate of 1.5 times the hourly rate Is appliGabte or any hours worked before 8:00 a.m. or elter &'O0 p.m. Monday ~hrough Fr~ley, w~l any huur~ worked on Saturday. Sunday or holidey or over 8 hours per day. A minimum of 4 hours will be charged .f the epp~cebM rate for all tachnl;iarufnspecior se(vices.