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GM-11-09-14-018---------------- -- Conbact Quantity Adjustllaent/Change Order rev. 2/2011 Department: Project Name: Treated Water Transmission Une 5egement 2c Date: 8/17/2011 City Project Change Order/Quantity Adjustment 10 Number No. 1 Justification 11......--­ SUMMARY Original Contract Price: Previous QuantityAdjustment(s): This QuantityAdjustment: Total QuantityAdjustment(s): Total Contract Price with Quantity Adjustment(s): Previous Olange Order(s): This Change Order: TotalOlange Order(s)To Date: Original Contract Price Plus Change Order(s) Plus Quantity Adjustment(s): Original ContractTime: ContractTime Prior to this Olange Order: ContractTime with All Approved Olange Orders: Amount % Change $5,624,275.90 $0.00 $0.00 $5,624,275.90 $0.00 0.000/0 $40,180.01 0.710/0 $40,180.01 0.710/0 $5,664,455.91 413 calender days 413 calender days 413 calender days Thomas M. Owens, P.E., Project Engineer K Friese & Associates, Inc. PrintedName,Title and Company hilip R. Reed, Vice President BRH-Garver Construction LP Signature BCRUA ~~.e-/Approval: PrintedName,Title and Company Michael F.Thuss, P.E. PrintedName,Title z'5 A\JC., II Date August· 24,2011 Date Date 1 of 1 ------ ~"'~~~~tf.(TY~~~~ A ".rr"~r,".,, ,,1 (" .. .tal ""r~. I .. _nd .... , 3"" aft. ,,. R"r~ CHANGE ORDER No.1 DATE OF ISSUANCE: 8/1712011 EFFECTIVE DATE: OWNER: BCRUA CONTRACTOR: BRH-Garver Construction, LP PROJECT: BCRUA Treated Transmission Line Segment 2c ENGINEER: K Friese & Associates, Inc. The Contractor is hereby directed to make the following changes in the Contract Documents: Change Proposal Requests 1. CPR #1: Removal, storage, and replacement of the precast safety end treatements located at approximate Station 1+50 ADD $ 2,000.00 2. CPR #4: Realignment of tunnel under Ronald Reagan Boulevard to avoid existing gas lines. Includes modifications to marks. additional excavation, and a Tail Ditch. ADD $ 38,180.01 TOTAL ADD $ 40,180.01 Page I I Project: Treated Water Transmission Line Segment ~~ Change Order No. 1 CHANGE IN CONTRACT PRICE Original Contract Price: $ 5,624,275.90 lNetIncrease (Decrease) from previous Change Orders: No. 0 to No. 0 $ 0.00 Contract Price prior to this Change Order: $ 5,624,275.90 Net increase (decrease) of this Change Order: s 40,180.01 Contract Price with all approved Change Orders: s 5,664,455.91 CHANGE IN CONTRACT TIME Original Contract Time: Substantial Completation (Days): 365 calender days Final Completation (Days): 413 calender days Substantial Completation (Date): February 20, 20 II Final Completation (Date): March 19,2011 Net change from previous Change Orders No: o to No. (---'" Substantial Completation (Days): Final Completation (Days): Substantial Completation (Date): Final Completation (Date): ~ontract Time prior to this Change Order: Substantial Completation (Days): Final Completation (Days): Substantial Completation (Date): Final Completation (Date): Net increase (decrease) this Change Order: Substantial Completation (Days): Substantial Completation (Date): Final Completation (Date): Contract Time with all approved Change Orders: Substantial Completation (Days): Final Completation (Days): Substantial Completation (Date): Final Completation (Date): 365 calender days 413 calender days February 20,2011 March 19,2011 365 calender days 413 calender days February 20, 20 II March 19, 2011 o calender days February 20, 20 I I March 19,2011 365 calender days 413 calender days February 20, 20ll March 19,2011 Page 2 CHANGE ORDER NO. 1 ITEM 1 ProjectName: TWfL - Segment 2c Project Owner: Brushy Creek Regional Utility Authority . Contractor: BRHGarver Initiated By: '0 Engineer ~ Contractor Date : 2-22-2011 Change Proposal BRH Garver Construction L.P. Request No 01 · (Not a Change Order) Attention: Workshallnot commence until authorized bythe Owner. Description of Proposed Change: Ok per Wa yne Watts . DOC mee ting 8 / 24/11 MFT All workshallbe in accordan ce withtheterms, stipulations, andconditions oftheoriginalContract Documents. Ifthe work herein provided for Is Approved by Change Order, thetimeof comple tion will be: APPROVEDo Increased 0 Decreased p{unchanged By Michael F. Thuss, P.E. at 10:47 am,A pg ~by ~calendar days. This change will: )i:r Add 0 Deduct o No Change $ Z. I " DO. 00 ~ Itemized CostAttached K Friese & Associates, Inc Brushy Creek Regional Utility Authority 18:Recommend Acceptance . !Jil Accept . n D. 0 Not Recommend A~· o Not Accepted By: ~ tL:::2 By: Thomas M. Owens ,P.E. Michael F. Thuss,P.E. DATE : { Mr\f=: \{,.- _ DATE: 8 /2 5 / 11 Change Proposal Request BCRUA 18-Feb -11 2011 ~ I ~2S 920 ~ ~ ~ J-ill n if sro r _ ~~ ----1---' ~~ i ii ~. 905 aM(CT~"',.. i ~~ --,liI-= ~~~~-lt-------.jf--S--L ------+---f-----t---2l:-t.".+o ,~~~.-+-- I ., t!:!'­I !t i t S! I ,I I -r---t----~-i---t--_· ---t ----r-------·--r-I I !Ii lli.1 "L.-L . d ~ , ~I "'I '" . ,,., 11 I _~ . J ... ~ j .__LJ~__~ _~ __~_J __~ _ _i: _~ __._~__ j~._L_. .",--_.._hi'1 ~ I I 1+00 2+00 3+00 4+00 5+00 6+00 HOO 8+00 9+00 10+00 11+00I ~. I BRUSHY CREEK REGIONAl. unUTY A1I1HORIlY~~. JfI _ ..-,u. . I H !l aT ~ l!'t',~ KfFRIESE PlAN AND PROFILEI TREATED WATER TRANSMISSION LINE& ASSOCIATES, INC. BEGIN TO STA 11+00I SEGMENT2C" ,UO~~~~., I I! QA,TI I CHlC D ..-, =:"~"::.!:..-= ,__1 .-,-, " I ~10 ~5 SlOO 1120 SHEET No C-1 /' '9 or 43 I JI:lUo",-..... v t .... f"RO.jEC'T No DOl!J 1 fl.£ NAWE: C-tw -flf0 10 l . .LJ!U .... ~ 8 + a.J Z :J i \ \ ..-..o..E-TO-WrIfQ.E: ~ SoliftlTNr't' SlWER 5ECTlOM 5IoW..L .: PIl£SSURI. ....0 I.£IlfWO[ Tt::s1lD '" NXORQUrC(.-nt 5P(CFlCATON 1510. • I, 'I'72 ' PeeP OR slm. WAIDl! UNE i , I i : I 1 I, I I : i i : I 1 , I I ; I ' ! ' I --'-.------i.--·.----l-------1 - --t---- I'..---+---+--.-~-I Us I I , ! I i I j I 1 I , : ! I I ii , I' : i ll ; i ! I r---+---+C~F~r ------t-----·--I----~z ' u , 11---·t, --_·-t-t:1 -:---I-~t- ! , , I I : I --I-·-··----f---+--------~--t -- i I I1- .•.. I i i ~ -----1 -_ _ ....-s e:a:wt PARI(, LTtl. VOL 211 38. PC. 411 ~ . II---,~-'\tt--tlH--I1t!b~..,..;.,...-~ --- " Ie I HEADPWO A tI:ST"ttG NCl 895 CHANGE ORDER NO. I ITEM 2 K+FRIESE [APPRQ ~~~J & AsSOCIATES, INC. Jennifer L. Higby 8/10/11 August 8, 2011 Mr. Michael Thuse, P.E. Brushy Creek Regional Utility Authority BCRUA COnstruction Trailer 1906Hur Industrial Boulevard Cedar Park,Texas 78613 SentVia: Email Re: Treated WaterTransmission Une Segment 2c Change Proposal Request No.4 DearMr.Thuss, Change Proposal Request Number 4 win modify the profile from Station 73+93.75 to Station 77+89.65 to allow the proposed pipeto be tunneled under existing B-Inch and 12-lnch gas lines which were previously believed to be at a higher elevation. Additional excavation depth and modifications topipe segments are reqUired. BRH Garver Construction L.P.submitted an itemized costforthe proposed changes atatotalcost of $38,180.01. The submitted costsand proposed workwere reViewed andare believed to be fair forthe products and services required . K Friese & Associates, Inc. recommends that BCRUA accept the Change Proposal Request as submitted. Sincerely, -;tr2 4d, O--s Thomas M.Owens, P.E. Project Engineer K FRIESE & ASSOCIATES, INC•• CONSULTING ENGINEERS • FIRM #6535 120 5. CAPITAL OF TEXAS HIGHWAY • THE SETT1NG II, SUITE 100. AUSTIN, TEXAS 78746 • TEL. 512.338.1704 • FAX 512.338.1 784 • ........w.I.kfrlese.co " --------------- Change Proposal BRH Garver Construction L.P. Request No ~ (Not a Change Order) Project Name :Treated Water Transmission Line Segment2C Contractor: BRH Garver Construction, L.P. Project Owner: Brushy Creek Regional Utility Authority Initiated By: ~ Engineer D Contractor Date: 8-5-2011 -----'----------_ .._... -.----- - ­ Attention: Work shall not commence until authorized bytheOwner. Description of Proposed Change: AllworkshallbeIn accordance withthe terms, sllpulallons, and conditions of the original Contract Documen(s. If the work hereIn provIded for Is Approved by Change Order, thelimeof compleUon willbe: D Increased D Decreased r8I Unchanged by __calendar days. This change will: r8I Add D Deduct 0 No Change $ 38.180 ,01 181 Itemized Cost Attached K Friese & Associates, Inc Brushy Creek Regional Utility Authority g Recommend Acceptance o Accepto Do Not Recommend Acceptance o Not Accepted By: "JCf2;tJ. O~ BY: Thomas M. Owens, P.E. Michael F. Thuas, P.E. DATE: _DATE: :3 A\J t:; \\ Change Proposal Request BCRUA 18-Feb-11 I .. i ;! i ,,.. ,";.._-,.._... I --i ! ; ;···-··•.-.i I -jI " :-'---' --ji i I I I III I .1t·" ! i J... i ,i .. ! ~~~ l I . ! . • ---.•.... .1 . j .r j l .., ~~..l~. ~ : i;:'--r ..-t 1--..--·:00+££ ~.l$-3 N n H:l1VJt ·-!------·1----~~1 ~ J---~-i J-t J " 'r H+H+~ Change Proposal Request #4 BCRUA -TWTL Segment 2C Re: Tunnel Realignment at Ronald Reagan Boulevard due to the location of Existing Gas Lines Pricing: Northwest Pipe Change Order Reqoest (attached)­58,092.44 Dated08/04/20II ADD For Pipe Modifications to Piece Marks 194 and 195 Per Specification Section 00700,Paragraph 11.5.2 "The CONTRACTOR will receive the actual cost, including freight charges, of the materials used on such Work, to which costs will be added a sum equal to twenty-five percent (25°k) thereof as compensation for the CONTRACTOR's and any affected Subcontractor's total overhead and profit." Northwest Pipe Change Order Request (above) 58,092.44 CONTRACTOR's Allowable Mark-up 25%­$2,023.11 FromNorthwestPipe CPR BRH-Garver CPR #4 Pricing (attached) . $28,064.46 TOTAL for CPR No. 4-$38,180.01 BRH-Garver Construction L.P.17600 S. SantaFe;Bldg.A-I East]Houston,TX 770611 Office: (713) 921·29291 Fax: (713) 921-2487 ~ Northwest Pipe Company CHANGE ORDER 351 LONGHORN RD SAGINAW, TX 76179 TELEPHONE (817) 847-1402 FAX (817) 232-0372 Change Order # 2 Attn: John Hughes Texas Roads & Utilities August 4, 2011 1495 Hwy 21 West Change Proposal Request No. 04 Cedar Creek. TX 78761 USA PH: 512-303..3380 Fax: 512..303..3385 BCRUA Treated Water Transmission Line Segment2C NWP Order #: 81671 SAP #: SA..10·025 ISubmitted by: Peter Klentzle ----I......--_~--II--­ Quantity Description Unit Price Amount 1.00 Tunnel Pipe Realignment - Mark 194: Cut 2'..()" and Remake Mitered Weld Bell End; Repair Linings & Coatings $664.71 $664.71 1.00 Tunnel Pipe Realignment -Mark 195: Rework PIpe Into t-out Elbow; Add 2'-11.19" NewPipe Length; line & CoatNewPipelength; Repair Linings & Coatings $7.427.73 $7.427.73 0.00 Tunnel Pipe-RealigAmeflt MaFk 197: Add V'leld Bell EAd; Repalr-blA1ng8 & Caatlngs $642.83 $0.00 Total: $8,092.44 : I ! Remarks,' Marks 194, 195 & 197 were fabrIcated complete In March 2011 andcost Includes additional Material, Fabrication & Labor & Handling Costs. Please sign and return onecopyofthis Change Order sheet IndIcating your acceptance of the cost. We will need this returned priortothestartof fabrication. All Terms and Conditions per the original Confirming Scope Letter shall apply. Thank You. Date: _Accepted by: Customer Name I Title NWPTrack Record'#312677 Printed Aug04, 2011 09:58AM 1 of 1 I '1l!!'t 1 REVISIONS llPIf tIEllaIPIDt BY I DA'IE~R 1 IREVlSBHLEVATIONS FRl».nW(190TO MK193. PRKI 6-23-11cieri ~:2 1'00 Z5l~ :S~I~ c, ~telOa:) ....N+CD ~ ~ I ~ I~ !~73JSll.135 ~2 WBI 1__ ~ ~< 0<~0 ~0 ~: 2: ~~ t & & & & ;~ f!1~ §i~ _II! !I~ 1 ~=; 2 £l2 iii ;i i1~W 183 184 185 186 n 111 188 189~191 192 1~ d E-----:-E---=±=------E--=-t=--,.-33E-=--=--"E-~ou.3Ut air 3U3' 1Uf 3U'J u:r 1I.llll' 1511' aur .1US' t5.ll~D12S-lOU 4Ol5I -4M "'lOG -1.1. g: ;Ii ;; ~I; ;Ii iii ~~~; ,; ~I; ¥Ii ¥I;~;~ il -~ -~PI "I ~ ~~ 9 ·~I~;ii ~ii, ill :.-; ",aoII:.! i~ ~ ~~~i A =ii~'"~~ Lll :t i! ... ~ '+:; SC*f.... II'l L.T~~KrUll" lIT BRUSHY CREEK TREATED WATERUNE -SEGMENT 2C ItI ev:PRK I ~-29.2010 I REV I1><'1 ~~~~~WEST P:~.~7C;~~:~~ TEXAS ROAD &UTILITIES DRAWING #:SA-1 0-02>A-1 021 & · ., 6"\ LMIc CIIrIc:Nn I .. I REVISIONS " EIIw*n ~IIwMOfPlpo ~----_ .._~ ~:e lSI P'P-l,qIIlc NorahlI \.IlIlJIIl 1 RC.VISED ELEVATIONS FROM MK 194 TO 195 AND Rf\IISB)SlOPE. PRK 6-23-1' ~; ~ NOTES: 1.VBmCAL DEA.ECllON MOVED FROM STAnON 75+31TO 75+27.38 TO ClEAR TUNNB. CASING t::~AND MAJ(E USE OF PIPE /ISFABRICATED. NcO ... e-. +ta2.CONTRACTOR TO VERIFY ARE HYDRANT REQUIREMENTS. I::: 194 195 196 197 198 199 200 201 202 203 2.04 205 Z ~-----------------------------------------------------------------~ E -- -_: :_::E:.::t::_-_::E:==t:_-_=:t:.:.::±:::_::±::=_:.::P Iii!!S~ ~~ IlU~UoIC ••• .­ C/) • .ira.~S ,= ,­n.rs .,::I 01--------------""a 5:i; [0<~~ ~C/) ~~ ~~ ~~ Q C LLI ~I~ & ~ o~ __ ~d si _-'It! o ~198 199 2lJO 201 202 203 2D4 2D5tt: _ 195 196 ----------------------------------------------------------------------­ Q. ~l~ <~ -~,,, _=:_-=::E:;::±-:a=--:.=:E---:=E:-~:--::±-=3 :z I c.aa LIS Ul' zur Nr ~ JUS' ZUJ aur zur ~ :: Ill; =[~ =-. !lI:If ~-~! ~~ ~8 :::I~ ~I ~~d la ,ell 91 ~I ~i "''' .,S ~. ~! ~., .....10~~ ~te....e-. .Do & ~Ii ~i&+co +=.... ~~ ... VI'! "'.. 1I'1J11' BRUSHY CREEK TREATED WATERUNE· SEGMENT 2C :.:1 SY:PRK IDATE:Oct 29. 201 0 I REV ITEXAS ROAD & UTJUTlESI~I ~~~~EST P~!.~~~~~ DRA'MNG #:S~1Q..025-A·1 022 & _. MATERIAL LIST PIPE DATA MARK LIST ASTMA1018QlY 121 122 140 141 1~ 1~ 1~ 1~ 1q 1~ 26 Pipe: 73.7511 00,.335-11<,4O'.().Oo-L OESCRIPT1ON srea.# REf Cement Mortar Unina••500­150 151 152 153 154 156 157 158 159 160 169 170 171 172 174 175 .& cement Mortar Coating, 1.000­ 40'-0.00· TOTAL WBSHT TOTAL Le«ml 10.5601bs 34040 Ibs 32.040 Ibs 40' I I WB f-o---------------...-------ws $ ~ REVISIONS IIEII llESCIW':1DPI BY 1 REVISED MARK 194AND MOVED ro ORAWINS 2065. BRUSHY CREEK TREATED WATERUNE -SEGMENT 2C I~PRK IDA1f:Oct29.20101.R1 ~~~r~WEST p~~.~£>~(~~~ TEXAS ROAD & UTIUflES CRAWING #:SA-1 Q-025-A-2029 I %1 DA1t PRJ< 7-19-" Sl 1 9001 UNINB /~ COAnNS lAYlEN61H 39.831 CYUNO~ LJNED &COA1CD MATERIAL LIST PIPE DATA ~ ELBOW DATA Q1Y ASTMA1018STEEL.# OESCRIPTION REF Mark: 195 PI Station 75+15A1Sl 1 1 Pine: 73.W 00••335'TK. 11 1-1.07'" L 9001 UNING Cement Mortar Unino•.500' ~ 9.2200 a RADlUS 184.375'4.6100 'C" 2.103' B .0­ 2.973' CHKLONG 141-11.21' EA WIDTH 1 Pine: 73.75'00•.335'TK. ~-11.1e-L 9001 8.BOW~2 &-7' COAllNG Cement Mortar Coating. 1.000' C:-iKSHORT LENGTHS 13'-11.37" 141-6.14't.AY l.EN6'I'H 14.341 TOTAL lENGTH F LINED &COATED TOTALCYLINDER ANGLE waSHT 3.810 Ibs 9.6501bs 9.650Ibs OFFSET NOTES: 1.1/8'ADDED TO EACH ELBOW MITER FOR ~YOUT ONLY. 131-1113/16" 4&~ 1-513/16' I Fr~ FT~ 21.11 3/16'~~/16" _~~-11/8"__ PE we I I 31--87/l&' Im =411/16' •I -+-t: 1 I ~--1---------ws -+­ IL ! D eb eb & .6,"­ 2'-93116­1,1_215/1611 REVISIONS REV Dl1SCRlPtDI DAlEBY 2 ADDS) ELBOW cut&CXTRA l.84cmt AND R8.fASED R\OM HOLD. PRK 8-4-11 1 ON PRODUCTION HOLO. PRJ( 7·19-11 BRUSHY CREEK TREATED WATERUNE -SEGMENT 2C IBY:PRK I OA'lE:Oct29, 2010I.Q.I ~8~~WEST P~!;..~7C;>!v1(~f~~ TEXAS ROAD & UllUTlES DRAWING #:SA-1 o-025-A-2046 I &1 SL # 1 MATERIAL LIST QTY DESCRJPTJON 1 Pice: 73.75· 00..~ TK, 38'-0.00· L REF 9001 STEEL UNlNG PIPE DATA ASTMA1018 Cement Mortar Unina•.500­ 194 MARK LIST COATING Cement Mortar Coating. 1.000­ LAY LENGTH WEIGHT' Imv 1 194 37.83 1 TOTAL lENGTH CVUNDm LINED &COAlED 10.0501bs 30,450 Ibs MITER LIST MARICS 38'-0.00' TOTAL 30.450 Ibs G H AN~ OFFSET 4.983° 6.430­ FT~ 38' FT~ MLS I -+­ I I MWB 1-----------------------­, cbH~ -G ViS I -+­ 1 I I.RI ~~~~WEST p~~. ~7<?!'1(~~~ BRUSHY CREEK TREATED WATERUNE ­SEGMENT 2C TEXAS ROAD & Ul1UTlES BY:PRK I OATE:Jun 24, 2011 DRA'MNS #:SA-1 G-025-A-2065 REV & Change Proposal Request #4 August 2,2011 RE: aCRUA - TWTL Segment 2C Extra Depth Excavation and additional Tail Ditch for Tunnel Realignment Item # Description: . QTY: Unit: Unit Price: Total: 1. Additional Trench Excavation Depth from Sta.73+93.75 to Stat 76+35 as shown on Revilled Drawing C-8. This Includes all labor. equlpment, and appurtenances to excavate 130.4 cubic yards In 40.25 hours. 1 LS $20,201.47 $19,978.07 Breakdownof Lump Sum Pricing for Item #1: *Equlpment Ratesfrom 2011 RentalRate Blue Bookare attached **Rates are determined by adding Hourly Rate with Operating Cost ***Machlne HourlyRates are adjusted for Texas location byappx. 9% Machines: -Caterpillar 215C to Hole Ram excavate 40.25 HR $91.80 $3.694.95 -Caterpillar 235C to remove hammered 40.25 HR $201.91 $8.126.88 material from trench -Caterpillar 936E to relocate spoils from 40.25 HR $51.67 $2.079.71 trench side to stock pile Attachments: -NPK H-30X Hole Ram 40.25 HR $109.35 $3,694.95 Labor: -CaterpHiar 215C Operator 40.25 HR $16.66 $670.56 -Caterpillar 235C Operator 40.25 HR $16.66 $670.56 -Caterpillar 936E Operator 40.25 HR $13.85 $557.46 -Laborer (Common) 40.25 HR $12.00 $483.00 2. Additional Tall Ditch Excavatlon.so the pipe may be 15.33 LF $161.35 $2,473.50 pushed from 'the other side of Ronald Reagan Blvd.. 40 LF Is required to push the pipe from the face of the tunnel at Stat 77+65. A tot.1 of 24.67 LF Is deducted for pipe segments from Stat 77+66 to 77+89.67. This length was Included In the original design. Pricing for this Item Is based on the Unit Price for Trenching set forth In the Contract. SubTotal $22,451.67 CONTRACTOR's Allowable Mark-Up 25% $5,612.89 Total $28,064.46 BRH-Garver Construction L.P.17600 S. SantaFe; Bldg. A-I East]Houston,TX 77061/ Office: (713) 921-2929/ Fax; (713) 921-2487. E XCA V A T I N G CRAWLER MOUNTED HYDRAULIC EXCAVATORS (Bucket Included In rate, unless otherwise noted.) Model (VI.Dlsc.) Buckel Capacity Operating Weight HP Monthly $ Weekly $ DaUy$ Hourly $ DIESEL PO WEREO AKERMAN H3B(1992) H7C (1992) H10BLC (1992) H14BlC (1992) H16D(1992) H25C (1990) .50cy .90ey 1.40 cy 1.33 cy 1.50cy 3.40cy 7.8MT 15.4 MT 22.7MT 31.4 MT 42.0MT ·57.2MT 67.0 145.0 166.0 209.0 262.0 386.0 5,055.00 6,295.00 6.830.00 8,005.00 12,210.00 15.505.00 1,415.00 1,765.00 1,910.00 2.240.00 3,420.00 4.340.00 355.00 440.00 480.00 560.00 855.00 1,085.00 53.00 66.00 72.00 84.00 130.00 165.00 BADGER 300 HYDRO·SCOPIC (1991) 460 HYDRO·SCOPIC(1993) 666 HYDRO·SCOPIC(1999) 888 HYDRO·SCOPIC (1999) 900B (1991) 1900 (1990) HOPTO311 (1991) .50cy .50ey .50cy 1.00ey 2.50cy 5.00cy 1.88 cy 17.1 MT 17.3MT 19.9 MT 23.0MT 45.9MT 92.8MT 33.7MT 85.0 85.0 177.0 In.O 308.0 616.0 235.0 5,775.00 5,600.00 6,145.00 6,995.00 10,370.00 15,760.00 8,605.00 1,615.00 1.570.00 1,720.00 1,960.00 2,905.00 4.415.00 2,410.00 405.00 395.00 430.00 490.00 725.00 1,105.00 605.00 61.00 59.00 65.00 74.00 110.00 165.00 91.00 33.5 32.4 46.7 48. 82.85 161.35 65.75 BENATI 3.07 (1990) "'(Bucket not included.) 3.15 LC (1991) 3.18 LC (1991) 3.21 LC (1991) 3.28 LC (1991) 3.35 (1991) NIA .90ey .60ey 1.50cy 1.66ey 1.94 cy 8.2MT 15.8MT 19.4 MT 23.2MT 30.3MT 38.3MT 76.0 96.0 118.0 145.0 172.0 235.0 3,675.00 4.960.00 5.325.00 5.980.00 7.655.00 9,610.00 1,030.00 1,390.00 1,490.00 1,675.00 2,145.00 2.690.00 260.00 350.00 375.00 420.00 535.00 675.00 39.00 53.00 56.00 63.00 80.00 100.00 24.10 32.25 38.10 43.60 53.35 68.45 CASE 1259 (1992) 170C (1992) 220B (1992) 688 (1992) 888 (1992) 10B8(1992) 9010 (1994) 9020 (1994) 9030 (1994) 9040 (1994) 9050 (1994) 9080 (1994) CK62 (1992) 1.63cy 1.62cy 2.00cy .62ey .75 cy .95cy .50ey .64 cy 1.12cy 1.37 cy 1.75ey 1.85ey .22ey 24.8 MT 32.8MT 43.3MT 13.4 MT 16.2MT 20.5MT 12.1 MT 15.4 MT 19.7MT 24.1 MT 31.2MT 43.8MT 6.2MT 134.0 201.0 238.0 86.7 128.0 128.0 87.0 130.0 130.0 166.0 223.0 276.0 59.0 5.995.00 6.875.00 10.020.00 3.945.00 4,725.00 4,975.00 4,315.00 4,855.00 5,270.00 6.485.00 7,800.00 12,075.00 2,920.00 1,680.00 1,925.00 2,805.00 1,105.00 1,325.00 1.395.00 1,210.00 1,360.00 1,475.00 1,815.00 2,185.00 3.380.00 820.00 420.00 480.00 700.00 275.00 330.00 350.00 305.00 340.00 370.00 455.00 545.00 845.00 205.00 63.00 72.00 105.00 41.00 50.00 53.00 46.00 51.00 56.00 68.00 82.00 125.00 31.00 43.10 55.00 71.40 26.75 35.55 38.30 27.35 35.30 38.75 46.80 59.70 80.75 19.15 CATERPILLAR ~ ~ 205 LC (1991) 211 LC(1991) 2138 lC (1993) 215C LC (1990) 2150 LC(1992) 2190 (1992) 2190 LC (1992) 2250 (1992) 2250 LC (1992) 229 (1991) 2310(1993) 2310 LC (1993) 235C (1992) 2350 (1994) 2350 lC (1994) 2458(1990) .68cy .68cy .91 cy 1.00 cy .50cy .50cy .50cy 1.25.cy 1.25cy 1.50cy 2.00cy 1.75 cy 2.00cy 2.13cy 2.13cy 3.12cy 12.9MT 15.2MT 18.1 MT 20.0MT 20.1 MT 21.7 MT 22.6MT 25.8MT 26.6MT 31.5MT 35.2 MT 35.4 MT 44.0MT 47.1 MT 49.3 MT 65.1 MT 71.0 94.0 110.0 115.0 125.0 140.0 140.0 165.0 165.0 180.0 200.0 200.0 250.0 250.0 250.0 360.0 4,010.00 4,930.00 5,600.00 5,595.00 6,065.00 6,455.00 6,650.00 7,310.00 7,650.00 7,960.00 9.155.00 9,360.00 12,625.00 12,855.00 13.035.00 16.310.00 1,125.00 1,380.00 1,570.00 1.565.00 1,700.00 1,805.00 1,860.00 2.045.00 2,140.00 2,230.00 2,565.00 2.620.00 3,536.00 3,600.00 3.650.00 4,565.00 280.00 345.00 395.00 390.00 425.00 450.00 465.00 510.00 535.00 560.00 640.00 655.00 885.00 900.00 915.00 1,140.00 42.00 25.20 52.00 31.85 59.00 35.35 I ~~ 64.00 40.65 68.00 43.75 70.00 44.30 17.00 50.85 80.00 51.75 84.00 55.20 96.00 61.05 98.00 61.55 I ~ 79.60 135.00 7ii:i5 135.00 79.25 I 170.00 114.90 i 2nd Half2010 Copyright 2010by Equlpm8n~Watch. All rights reserved. RenlalRateBlueBook,Volume3 1·800·669·3282 §10-17 . TRACTO R S & EA RTH M 0 V I N G 4-WD ARTICULATED WHEEL LOADERS (cont.) (Includes General Purpose bucket and ROPSJ unless otherwIse noted.) Model (Yr.Disc.) DIESEL POWERED (CONT.) CASE (CONT.) W11B (1993) "(with EROPS) W118 (1993) W14C (1993) W14C (1993) "(with EROPS) CATERPILLAR 910(1990) "(with EROPS) 910(1990) 910E (1993) A(wfth EROPS) 910E (1993) 910F (1995) 910F (1995) "(with EAOPS) 916 (1993) A(wllh EROPS) 916 (1993) 918F (1994) A(wlth EROPS) 926E(1993) A(wllh EROPS) 926E (1993) ~ll28F (1996) ..(with EAOPS) 928F (1996) 936E (1993) 93BE (1993) A{wlth EROPS) 936F (1995) .(wilh EAOPS) 938F (1997) .(w1th EROPS) 938F (1997) 950E (1990) A(wlth EROPS) 950E (1990) 950F (1993) ..(with EAOPS) 950F (1993) 950F SERIES II(1998) 950F SERIES II(1998) A(wlth EROPS) 960F (1998) .(wlth EAOPS) . 960F (1998) 966C (1994) 9G6E(1990) 9G6E(1990) .(with EROPS) 966F (1993) 966F (1993) A(with EROPS) 966F SERIES II(1999) 966F SERIES n (1999) . "(with EROPS) Buckel CapacIty 1.00c,/ 1.00ey 1.7Sey 1.75ey 1.25cy 1.25 cy 1.30ey 1.30 cy 1.10 cy 1.10 cy 1.50cy 1.50ey 2.00cy 1.90 cy 1.90cy 2.40ey 2.40 cy 2.50cy 2.50cy 2.75 cy 2.75cy 2.750y 3.25cy 3.25 cy 3.25 cy 3.25cy 4.00cy 4.00cy 4.30 cy 4.30cy 4.oocy 4.25 cy 4.25 cy 4.25cy 4.25cy 5.00cy 5.00cy HP 69.0 69.0 95.0 95.0 65.0 65.0 75.0 75.0 80.0 80.0 85.0 85.0 98.0 110.0 110.0 120.0 120.0 135.0 135.0 140.0 140.0 140.0 160.0 160.0 170.0 170.0 170.0 170.0 200.0 200.0 170.0 216.0 216.0 220.0 220.0 220.0 220.0 Monthly $ 1,670.00 1,615.00 2,085.00 2,185.00 1,880.00 1,780.00 2,085.00 1,985.00 2,180.00 2,255.00 2,285.00 2,215.00 2,460.00 2,550.00 2,485.00 2,910.00 2,845.00 2,865.00 2,925.00 3,065.00 3.265.00 3,195.00 3,660.00 3,570.00 3,790.00 3,685.00 4,150.00 4.270.00 4,345.00 4,230.00 4,365.00 4,675.00 4,760.00 4,850.00 4,955.00 5,510.00 5,625.00 Weekly $ 470.00 450.00 585.00 610.00 525.00 500.00 585.00 555:00 610.00 630.00 640.00 620.00 690.00 715.00 695.00 815.00 795.00 800.00 820.00 860.00 915.00 895.00 1,025.00 1,000.00 1,060.00 1,030.00 1,160.00 1,195.00 1,215.00 1,185.00 1,220.00 1,310.00 1.335.00 1,360.00 1,365.00 1,545.00 1,575.00 Dally $ Hourly $ 120.00 18.00 115.00 17.00 145.00 22.00 155.00 23.00 130.00 20.00 16.25 125.00 19.00 15.90 145.00 22.00 17.90 140.00 21.00 17.60 155.00 23.00 18.45 160.00 24.00 18.65 160.00 24.00 19.50 155.00 23.00 19.30 175.00 26.00 ~1.50 180.00 27.00 21.40 175.00 26.00 21.25 205.00 31.00 23.15 200.00 30.00 23.00 200.00 30.00 ~ 205.00 3'1:00 25.20 215.00 32.00 25.80 230.00 35.00 26.10 225.00 34.00 25.90 255.00 38.00 30.10 250.00 38.00 29.85 265.00 40.00 31.10 260.00 39.00 30.80 290.00 44.00 31.35 300.00 45.00 31.70 305.00 46.00 35.90 295.00 44.00 35.55 305.00 46.00 32.80 330.00 50.00 40.00 335.00 50.00 40.30 340.00 51.00 40.25 345.00 52.00 40.60 385.00 58.00 40.95 395.00 59.00 41.30 Copyright2010by EqulpmenlWatch. All rightsreserved. §9-38 RentalRateBlueBook,Volume3 1-800-669-3282 2nd Half2010 M IS C E LlA N E 0 U S HYDRAULIC IMPACT BREAKERS (cont.) (For boom mounting, less tool. Includes hydraulic Installation kit. unless otherwise noted.) Estfma ed Impact Impact Energy Operat 09 Model (Vr.Otsc.) Energy (AEM) Frequency MonthfyS Weekfy$ Dally $ Hourly $ Cost r. JAC (CONT.) Je·1S (1994) 3,OOOnb N/A ·/600bpm 2,650.00 740.00 185.00 28.00 JB·21 (1994) 3,600 fib N/A -/6oobpm 2,985.00 835.00 210.00 32.00 JB·27 (1994) 4,600 fib NlA -/500bpm 3,765.00 1,055.00 265.00 40.00 JB·33 (1994) 5,800nb NfA -/470bpm 4,805.00 1.345.00 335.00 50.00 JB-40 (1994) 8,000 fib NJA -/450bpm 5.785.00 1,620.00 405.00 61.00 KENT KHB2G II (1999) 200flb N/A -11500bpm 650.00 180.00 45.00 7.00 2.00 KHB3G II (1999) 500 fib N/A -/1200bpm 610.00 225.00 56.00 8.00 2.55 KHB5G'II (1999) 750nb N/A -1900 bpm 1,070.00 300.00 75.00 11.00 3.35 KH88G II (1999) 1,200 fib N/A -/800bpm 1,630.00 455.00 115.00 17.00 5.50 KHB10G II (1999) 2,000 fib NJA -1900 bpm 2,175.00 610.00 155.00 23.00 8.50 KH815G II (1999) 3,OOOnb N/A -l9OObpm 2,800.00 785.00 195.00 29.00 10.25 KHB20G II (1999) 4,000 fib NJA -1900bpm 3,315.00 930.00 235.00 35.00 12.10 KHB30G II (1999) 5.000 fIb N/A -nOObpm 4.360.00 1,220.00 305.00 46.00 14.45 KHB40G II (1999) 7,000 fib N/A -/6oobpm 5,560.00 t.sss.oo 390.00 59.00 19.85 KHB50G II (1999) 10,000 fib N/A -/500bpm 6,970.00 1,950.00 490.00 74.00 22.50 LINK-BELT AP-25 (1996) 250 fib N/A -/1200bpm 755.00 210.00 53.00 8.00 2.15 RP-50 (1996) 500nb N/A -11100bpm 990.00 275.00 69.00 10.00 2.90 RP-75 (1996) 750nb NJA -/11oobpm 1,260.00 355.00 89.00 13.00 3.75 RP-l10 (1996) 1,100 fib N/A -/11oobpm 1,795.00 505.00 125.00 19.00 5.85 RP-ll0H (1996) 1,100 fib NlA -/1100 bpm 1.820.00 510.00 130.00 20.00 5.90 RP-200 (1996) 2,000 fib N/A -nOObpm 2,465.00 690.00 175.00 26.00 9.40 RP-200H (1996) 2,000 fib N/A -nOObpm 2,525.00 705.00 175.00 26.00 9.50 RP-280H (1996) 2,800nb N/A -/600bpm 2,975.00 835.00 210.00 32.00 10.90 Rp·380H (1996) 3,800 fib N/A -/600 bpm 3.475.00 975.00 245.00 37.00 12.80 RP·450H (1996) 4.500 lib N/A -/580 bpm 4.360.00 1,220.00 305.00 46.00 14.75 Rp·550H (1996) 5,500 fib N/A -/550 bpm 5,385.00 1.510.00 380.00 57.00 19.95 AP-800H (1996) 8.000 fib N/A -/500 bpm 6,635.00 1.860.00 465.00 70.00 22.40 RP·1100H (1996) 11,000 fib N/A -/500bpm 8,155,00 2,285.00 570.00 86.00 25.40 NPK E-255 (1998) 7.500 fib NlA -/450bpm 6,440.00 1.805.00 450.00 68.00 22.00 ~ E-265 (1996) 10,000 lib N/A ·/420bpm 7.540.00 2,110.00 530.00 80.00 24.20 H·20X (1995) 6,000 lib NlA -/450bpm 6,465.00 1,810.00 455.00 68.00 22.30 H-30X (1995) 10,000 ffb N/A -1350bpm 7,960.00 2,230.00 560.00 25.35~ - OUTOKUMPU S1400HD (1990) 3,835 fib N/A ·/600 bpm 4,120.00 1,155.00 290.00 44.00 14.90 RAMMER (Refer to SANDVIK for olher models.) S26 (1990) 1,000 fib 738 fib 450/1000 bpm 1,920.00 540.00 135.00 20.00 6.20 S52 (1994) N/A N/A -/560bpm 2,6BO.00 750.00 190.00 29.00 7.40 S54 (1994) N/A N/A -/550bpm 3,070.00 860.00 215.00 32.00 11.00 S54L (1990) 2,000 fib N/A ·/550 bpm 2,620.00 735.00 185.00 28.00 10.10 9855 (1994) N/A N/A 1600 bpm 3,510.00 985.00 245.00 37.00 12.40 S56 (1994) N/A NfA • 1500 bpm 3,795.00 1.065.00 265.00 40.00 13.10 S56l(1990) 2,581 fib N/A ·/500bpm 3,345.00 935.00 235.00 35.00 12.25 882 (1990) 5.000 fib N/A ·/520 bpm .4,725.00 1,325.00 330.00 50.00 15.95 S83 (1994) N/A N/A ·/520bpm 5,200.00 1,455.00 365.00 55.00 16.65 584 (1994) N/A N/A -/600bpm 6,845.00 1.915.00 480.00 72.00 23.15 586 (1994) N/A N/A -/400 bpm 7,925.00 2.220.00 555.00 83.00 25.35 Copyrlghl2010 by EqulpmenlWalch. All rightsreserved. Rental Rate Blue Book, Volume 3 1-800-669-3282 2nd Half 2010 A Partnership of BRUSHY CREEK REGIONAL UTILITY AUTHORITY Cedar Park. Leander. and Round Rock September 14, 2011 Mr. John Muras, P.E. Project Engineer Project Engineering and Review Division Texas Water Development Board 1700 N. Congress Ave. Austin, Texas 78711 Re: Brushy Creek Regional Utility Authority, Phase lA DFUND,TWDB Project No. 21600 CID04, Transmission Line 2C Change Order No.1 Dear Mr. Muras, For your review, please find attached a copy of the executed Change Order No.1 for CID04 (Transmission Line 2C) in the amount of $40,180.01. The major item in this change order is the realignment of a tunneled section under Ronald Reagan Boulevard to avoid existing gas lines. No additional funds are being requested; funding for this change order will come from contingency amounts already released from escrow for this project. Thank you for your assistance on this important regional water project. If you have any questions, please feel free to contact me at 512-844-7419. Sincerely, 0---.-. _-f, ' TEXAS WATER DEVELOPMENT BOARDChris Lippe, P.E~r REVIEWED:_...........-fI--, General Manager APPROVED: \;L<If!.........q-. DATE: 9 -,1't -'\ cc: Darrell Nichols, TWDB Mike Thuss, P.E., BCRUA Texas Water~ Development Board P.O. Box 13231, 1700 N. Congress Ave. Austin, TX 78711-3231, www.twdb.state.tx.us Phone (512) 463-7847, Fax (512) 475-2053 ISeptember 29,2011 -----L.',. ':, '"t.I ~.' Mr. Chris Lippe, P.E. I General Manager t.,-. ~EP 03 2011 IBrushy Creek Regional Utility Authority I 221 East Main Street ---~~~tJRound Rock, TX 78664 Re: Brushy Creek Regional Utility Authority TWDB Project No. 21600; crn 04 -Transmission Line, 2C Change Order 1 Approval I Dear Mr. Lippe: Texas Water Development Board (TWDB) staffhas completed their review of the submitted documents for Change Order #1 for the Transmission Line 2C. Change Order #1 has been reviewed and is approved. This Change Order and the changes in the project's cost are reflected in the table below. TWDBFunds Other Funds Total Funding Original Contract $5,624,275.90 $0.00 $5,624,275.90 Previous Change Orders $0.00 $0.00 $0.00 Change Order 1 $40,180.01 $0.00 $40,180.01 Totals $5,664,455.91 $0.00 $5,664,455.91 The contract time to Substantial Completion remains unchanged at 365 calendar days. The contract time to Final Completion remains unchanged at 413 calendar days, with a fmal completion date of March 19, 2011. If you have any questions or desire additional information, you may contact me at (512) 463-1706. Respectfully, ~~ Project Engineer, State Programs Enclosure c wi encl: Vera Poe, TCEQ c wlo encl: Thomas Owens, P.E., K. Friese & Associates, Inc. JJM/ms tJrn -I ~fJ1_ltj-p'~ Our MISSion : Board Members To provide leadership, planning, financial Edward G. Vaughan, Chairman Thomas Weir Labatt III, Member Billy R. Bradford Jr., Member assistance, information, and education for Joe M. Crutcher, Vice Chairman Lewis H. McMahan, Member Monte Cluck, Member the conservation and responsible development of water for Texas Melanie Callahan, Interim Executive Administrator