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Contract - Texas Pride Utilities, LLC - 3/27/2025 Page 1 of 5 _ Contract Quantity Adjustment/Change Order rcv Otllfi Department: Utilities&Environmental Services Project Name: Cycle 3 -Basins 4&5 Wastewater Line Rehabilitation Date: 2/27/25 City Project Change Order/Quantity ID Number RHB21 Adjustment No. 1 Vendor Texas Pride Utilities, LLC 725 Carby Rd, Houston, TX 77037 832-898-8638 Company Name Address Phone No. Justification Removed pipebursting work on Sam Bass(WW-42; UID 1470540),Austin Avenue(WW-13; UID 1464177), Blair Street(WW-31; UID 1471983; WW-30; UID 1471850),and Lake Creek(WW-04; 1464540). Removed 15"CIPP Henna property(WW-46; UID 1471276). Also partially removed Summit Street pipe bursting as only 320ft of pipe was burst(WW-29; 1471273).Added a manhole drop connection, new manhole, cleanout, pre videing of wastewater lines. SUMMARY Amount %Change Original Contract Price: $1,965,380.00 Previous Quantity Adjustment(s): This Quantity Adjustment: -$558,976.00 Total Quantity Adjustment(s): -$558,976.00 Total Contract Price with Quantity Adjustment(s): $1,406,404.00 Previous Change Order(s): This Change order: $32,466.55 Total Change Order(s)To Date: $32,466.55 Adjusted Contract Price [Original Contract Price Plus Quantity Adjustment(s)Plus Change Order(s)]: $1,438,870.55 Difference between Original and Adjusted Contract Prices: -$526,509.45 -27% original Contract Time: 270 Time Adjustment by previous Quan.Adj./Change Order: 0 Time Adjustment by this Quan.Adj./Change Order: 0 New Contract Time: 270 Submitted for Approval Prepared By: ��..,.�j— Kaitlyn Saucedo, Engineer Associate, City of Round Rock 3/4/2025 Signature Printed Name,Title, Company Date Approvals Contractor: �t 'Cr4c; P i C, r r �X 1 / 1 C Sin cure Printed Name, le,Company Date City Project Manager: Kaitlyn Saucedo, Engineer Associate 3/4/2025 Sig ure Printed Name,Title Date Mayor/City �v r� Manager A© / 5 gn re Print"N me,Titl Date Page 2 of 5 Contract Quantity Adjustment/Change Order ■wrroRoar r[zns ev,01/16 Project Name: Cycle 3- Basins 4&5 Wastewater Line Rehabilitation Quan.Adj./Change Order No.: 1 Change Order Data Contract Time Adjustment Item # Item Description Unit Qty. Unit Price Amount (Days) Labor and parts to install manhole drop 1 connection. LS 1 $1,453.48 $1,453.48 Furnish all Materials, Equipment,Tools,& Labor necessary for Installing a New 2 Manhole and All Appurtenant Items on an Existing Sanitary Sewer Line(UID 1471273) near Summit Street and Vista Avenue LS 1 $14,750.00 $14,750.00 3 Furnish Additional 16" HDPE Pipe LF 280 $24.64 $6,899.20 Furnish All Transportation, Modification, 4 and Delivery to the City of Round Rock Facility,Additional 16" HDPE Pipe LS 1 $2,012.37 $2,012.37 Additional Pre Videoing of Wastewater 5 Lines LS 1 $7,351.50 $7,351.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS: ,4 6.55 Page 3 of 5 Contract Quantity Adjustment/Change Order HOUND IIOCI(fExAS rev,01/16 Project Name: Cycle 3- Basins 4&5 Wastewater Line Rehabilitation Quan.Adj./Change Order No.: 1 Quantity Adjustment Data Contract Time Adjustment Bid Item # Item Description Unit Qty. Unit Price Amount Prepare, Stormwater Pollution Prevention Plan, Including Submission to and 5 Receiving Permits from Texas Commission on Environmental Quality (TCEQ) LS -1 $5,000.00 -$5,000.00 Trench Safety Implementation (Open Cut, 7 Point Repair) LF -186 $10.00 -$1,860.00 Trench Safety Implementation (Pipe Burst 8 Pits,CIPP Pits) SF -7120 $4.00 -$28,480.00 Furnish,Istall, Maintain and Remove Slit 9 Fence LF -600 $4.00 -$2,400.00 Furnish all Materials, Equipment,Tools& Labor necessary for Mechanical Root 14 Removal of Existing Wastewater Line, Including By-Pass Pumping&Pre&Post Videoing of Wastewater Line LF -255 $60.00 -$15,300.00 Furnish all Materials, LquipmeF,Tools Labor necessary to Conduct a Point Repair at Defect location, Including 15 Bypass Pumping, Pre and Post Videoing EA of Wastewater Line to Confirm Defect Location,and Surface Restoration to Existing Conditions -5 $4,000.00 -$20,000.00 Rehabilitation of Existing 6-inch Wastewater Line by Cured-in-Place method including pre-construction video of pipe interior,all necessary excavation, materials,appurtenances,equipment, 16 tying in all existing service connections, traffic control plan(s)and implementation, bypass pumping of all flows, interior root treatment,erosion control,all applicable testing and inspection by closed circuit video camera after completion I LF -265 1 $100.00 -$26,500.00 Page 4 of 5 Contract Quantity Adjustment/Change Order ROUND ROU[rLxAS rev,01/16 Rehabilitation of Existing 8-inch Wastewater Line by Cured-in-Place method including pre-construction video of pipe interior,all necessary excavation, materials,appurtenances,equipment, 17 tying in all existing service connections, LF traffic control plan(s)and implementation, bypass pumping of all flows, interior root treatment,erosion control,all applicable testing and inspection by closed circuit video camera after completion -327 $100.00 -$32,700.00 Rehabilitation of Existing 15-inch Wastewater Line by Cured-in-Place method including pre-construction video of pipe interior,all necessary excavation, materials,appurtenances,equipment, 18 tying in all existing service connections, traffic control plan(s)and implementation, bypass pumping of all flows, interior root treatment,erosion control,all applicable testing and inspection by closed circuit video camera after completion LF -260 $260.00 -$67,600.00 Furnish all Materials, Lquipment,Tools Labor necessary to Pipe Burst Wastewater Line from 6"to 8", Including 19 Bypass Pumping, Pre and Post Videoing LF of Wastewater Line, Manhole Connections,and Surface Restoration to Existing Conditions -2316 $100.00 -$231,600.00 Furnish all Materials, Equipment,Tools Labor necessary to Pipe Burst Wastewater Line from 8"to 8", Including 20 Bypass Pumping, Pre and Post Videoing LF of Wastewater Line, Manhole Connections,and Surface Restoration to Existing Conditions -701 $96.00 -$67,296.00 Furnish all Materials, Equipment,Tools& Labor necessary to Pipe Burst Wastewater Line from 8"to 12", 22 Including Bypass Pumping, Pre and Post LF Videoing of Wastewater Line, Manhole Connections,and Surface Restoration to Existing Conditions 41 $160.00 $6,560.00 Furnish all Materials, Equipment,Tools& Labor necessary to Pipe Burst Wastewater Line from 15"to 15", 23 Including Bypass Pumping, Pre and Post LF Videoing of Wastewater Line, Manhole Connections,and Surface Restoration to Existing Conditions 1 -270 $240.00 -$64,800.00 Page 5 of 5 Contract Quantity Adjustment/Change Order ROUND ROOF t!%AS rev,01/16 24 Finish&Install End of Line Cleanout EA 1 $6,000.00 $6,000.00 Furnish all Materials, Equipment,Tools& 25 Labor necessary for Deflection Testing of LS the Wastewater Line in Accordance with Technical Specification 1 $4,000.00 -$4,000.00 Furnish all Materials, Equipment,Tools& 26 Labor necessary for Air Testing of the LS Wastewater Line in Accordance with Technical Specification 1 $4,000.00 -$4,000.00 $0.00 $0.00 TOTAL -$558,976.00 0 f 0 20 AD HORIZONTAL SCALE IN FEE LL MANHOLE AT 320 FROM MH 1430704 { -- [ Y •, VERTCAL SCA-E IN FEET Jw IL 11130 IkN) �r i t " • r � � iiiiiiiiiiiiiiiiiiiii�ii��■iiiii�ii�ii;iiil� i ��� i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■�■111■� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��i��■■■■■■■■■■111■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■����■■■■■■■■■■■■■■111■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��5i■■■■■■■■■■■■■■■■■■111■ ■■■■■■■■__■■■■■■■■■■_■_■■■■■■■■■■■■■■■��.�■■■■■■■■■■■■■■■■■■■■■111■ f��iiii���■■■■■■���i����: ......i ■■■■■■■■■■■■■■■■■■■■■■■■■111■ ■IIS■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■111■ ■■■■■■■■■■i : , �I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1■ MMMMMMmMMMmMMmMMMM MEN OJECTR, 2�1615 ROUND ROCK,TEXAS SHEET NO.CONSULTING . PGEORGETOWN,TEXAS 78626 WASTEWATER LINE DEFECTS 601-604 48SHEETS o WWm tA� rNlpO Ha 'Y'R �'� 32'COYER I I/2'NEATENS (RECESSED FLUSH) fA.H w H1xn� ACASMY LL O C K (BPDIlMW DID SINE) '� WrLILaY NrrRf. o-mac llr.J u.Dt x610 OIrAH O?�'H,!A JF+ \ I'IE77M 7 D .uMa[s Au aIDNJIr (RECESSED ° - aUw ODWK CPn]WR A/AaSV � 6RYs�wMl i 1P !LUSH)(WORMW m Fa6rAexl (SR nwL/IPI f p atlN rMMn I II ® DID SME) 0 lfMort/F/ AY ��IAa6xL g www o+I'MA�a lIM.1 AS ILR !M wartrvN16 66 1>: aY!JM[[AP.rt.E \ `• * * ORAL LS FOR P /0 R PLATE M (WE SNOTE rJ) P PROYYIE fTCHRAC r^� o a AMYKq ALL •• .•�• STS MANHOLE COVER PLAN VIEW MANHOLE FRAME PLAN VIEW v a a € a ANNam AWrmuu 'Owl L ' " 32 1/1 JD ' a :�" p '"«o: F + ..•a -41 ?-1,O 17/B' 1 1/2 9 MANHOLE COVER SECTION VIEW f JJ 1 ' MANHOLE FRAME SECTION VIEW a F1D1aF su.oar n re.r au.Wtj I AtRex arM.a w°o Ys1ara aY orla aWeRN9 f. ,� ARM J/E. roaxrl�6�oprMr�p wIH N Ir)•LY(m N ..Sa/ AQ 6[aa w-6r./M�6ni IrIL �Q ,� 1]/a7f I'O RS. IA7ff5. • LONG NRS.S.RODD MA%.A/e' YA%.%e' 1. F DROP IS SIX INCHES(6�M TWO FEET(2'-O�,CONSIRLIOTIYAN OT DROR SNIILL PROVIDE AN OVERSIZEDIr9M,s IF ro 1X. J:r Aare PICKBAR DETAIL STAR SECTION NEW WWRT TO EXTEND UNDER ME DROP CONNECTION Sa' �� BOLT HOLE SECTION 1. SEE CONSTRUCTOR PUNS FOR MANHOLE SIZE LOCATION.COMYVARIIgN.NNE OF TOP SECTION.YENTING REDIKREMENTS,PIPE SIZES AND TYPES. I. COVER AND FRAME SNMLL COMPLY NE M STANDARD SPECIFICATIONS FOP DRAIAGE.SERER.UTAITY AND REUSED f ! MANHOLES SHWL BE PRECAST AS EM UJB SELL AND SPIGOT W1M b'RING.IOIN15. / CASTINGS:AASHIO DESCNARON M306-01. 4. MANHOLES TO BE DESIGNED TV RESIST LATERAL AND VERIOAL SOI FORCES RESULRAG FROM MANHOLE OEPM. 7. IIVIOIE COYER SNAIL BE q•XIEL MA/KR V-21J2-J EQbRi-T NWAIBER:I]Al2pJ!),AS INAYFAC1UREp BY AOOTON4Lv,MIIWNOLLS LOUSED N MYEY[NI TO DESIGNED FOR H2O FRANC LOADING. FAST.OViORN RION NGRIIS INCORPORATED.OR APPROVED EOIAL. 3. ALL MAAROLE COVERS SHALL BE EDITED AND GASA-ETEO.WHEN MINWOLES ARE LOCATED OUTSIDE a !. IIUINOLE FRAME SHALL BE MODE(NI,NHR:V-7412(PRODIGY NLIIHR:114]2010),AS YWLFACIIARED BY FAST NWAOCNI. xAINr Prw6 1p6l JORDAN.WON NORKS INCORPORATED.OIL APPROVED EOUAL. 9 6. FRAYS AOK TWAT HEIGHT SAW!CONSIST OF FWINCNES(3-)MIM6M TO EIGHTEEN INCHES(167 1/WAW IA 1. INNRnOIL CORER ANO FId111E ASSCIELY,K ORDERED AS A SEI SNALL LIE MODEL HW.IIA9[R:V-24 2(PRODIKT MAIARN.GRADE RHOS SHALL BE GRDI/NEO WAN A HEW-SHRAP GRDIII INSIDE AND OIISVE HOPE GRACIE Ml4l R:IZ.JZOJJ).AS Y4WFACNAPED By FAST.OppW APON WOWS INCORPORATED OR APPROVED fIXW.. 9 RINGS JNY HOT BE USED. ALL H5. ALL CORNERS AND EDGES SHALL HIVE A 1/16'UNARM AND 1/8'LMJOAM RADIUS J. FOR mANIXES TO BE YENNED.SEE DETAILS WW-05 ANO rR-06. 6. MANHOLE DOYENS SHALL BE CAST INA TIM 1'DIAMETER STEEL PCINBARS. 6. A ROW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO pPECI RIFLUEM INTO TMC FLOW STREAM ALL ' J AMAPOLE COYER WEIGHT SHALL BE 175 LBS.FOR GLCTAE ROH.WEIGHT SHAM,BE CAST OH 90TH TOP AND P.V.C.PPE STALL W REMOVED FROM INVERT I. UST-IN-PLACE BASE SHILL BE 4000 TO 1500 P.S.I.COIACRE/E Z6 DAY SIRENGM. BOTTOM OF COVER' 9. BASE SECTION SHALL BE DESONED FOR M20 LOADING,PLUS EARTH LOW AT 130 PCF. 2. STEEL SHILL BE GRADE 60. B. MWWACTWER SHALL CERTIFY THAT EACH MANHOLE COVEN MEETS Hs-20 LORDING. ° 10.LUZ INTERIOR CONCRETE SURFACES OF WASiEWNTER MANHOLES TO BE CORTED MM RAVEN 105. !. MANHOLE RISER PIPE Fl/RHISHED IN LENGTHS OR ONE(I),TIM(?).THREE(JI.FOUR(I)OR SN(6)FEET AND 9. EXLETS SHALL BE 1/1'RADIUS UNLESS OTHERMSE SPECIFIED. SPRANNALL OR APPROVED EOLW.(NIM A UNIFORM RKITNESS OF 124 MRS AND A MINIMUM I/ACKNESS OF 9NI.L%IN ACCORDANCE WITH ASHY.CI Je. 10.k&MROACTWER SHILL REMOVE EXCESS IRON AND MACHINE FINISH STATIN°SURFACES TO NOTED DAENSOHS. 8 100 Y25.APPLKD AFTER MANHOLE HAS PASSED THE AICIJLLI NEST).FOR REMABILITATINC AAIIKKCS I/7' 4. RNVERT c AINEL SHALL BE PROVIDED THAI AS NLCII AS POSSIBLE FORMS A SMOOTH CONTINORTKW OF INLET 11.COYER SHALL BE GPWED N A WATER-BASED ASPHALTIC CDATRIG.PRIOR TO SHMPNENT FROM FOUNDRY, P MIWAW.M THICKNESS C CLAW ALUMINA C£MENRTVUS COATING AND OTHER INTERIOR SWFACES ANY BE AND OUTLET PIPES_ 12.DOLTS SHALL BE 3/ "IAC X 2'LONG HEY STNAL£SS STEEL R1IN WALTER. A CNIED F RECDIMNDED BY COATING MAHUTACTLIRER.(N LEU OF IVIERNOR W COATINGS AEPRECAST S. BASE SHALL W PROPERLY FORMED IN THE MD WIN NVOO OR OTHER APPMOYED FORMS. IJ.MANLFACR/FER SNAIL DRILL 2-J/16-X 1/2'DEEP HOLES FOR A MANHOLE NUMBER PUTE TO BE PROVIDED B ANNNOLES CONTAINING CONSIIELD RILL BE ACCEPTED PAOMDING RK ANMIFACTIAER STEACAS YOHSNKLD' 6. VERTICAL BARS MAY BE EXTENSIONS OF BORON STEEL OR SEPARATE FROM.BUT TIED TO BOTTOM HORIZONTAL TIAC CITY OR ROIAVD ROCK.ME TOP HOLE SHALL BE DRILLED I.O.C.FROM THE BOTTOM DA THE PICKBAR AND ON THE INSIDE,WPI OUTS"DA ALL MANHOLE SECDONS.) STEEL THE BOTTOM hOY.E SNAIL BE ORMLEU 4'O.C.FROM THE TOP HOLE. "EC°"° °"®`°" CITY OF ROUND ROCK DRAWING," ""°"D&°"®`A CITY OF ROUND ROCK °w„,"_o." "�°°°�°"`D`°" CITY OF ROUND ROCK °WWW-07 e ON PAIR AT UAMB DEPAMUSINT ON PMi AT ULRO DtPARTYORT ON PDR AT UelIS DIPA MINT £ APPSOYID APPROYID APPINWIM W-oA-Le m-OL-Ae CAST-IN-PLACE BASE oral-Ae 3 DATA PRECAST CONCRETE WASTEWATER aTe FOR CONCRETE WASTEWATER DATE BOLTED WASTEWATER MANHOLE MANHOLE DETAIL = OOp� +� * COVER AND FRAME DETAIL ALA.ao.ma.M.r.An �^Aa,.A�.._,. MANHOLE DETAIL -""- vL AxII m ARMs v<IMAR n r la, L�6aru.Ixn n Ar 1.1 R PROJECT NO. 20.166 _'`i�pf 1"W„ ROUND ROCK,TEXAS RFC kc DRANK BY 191 : KASBERG,PATRICKB ASSOCIATES,LP CYCLE 7-BASIN IL 5•WASTEWATER MAIN REHABILITATION PROJECTSHEET NO. p,B,� III P.E AVMO - CONSULTING ENGINEERS D-01 OF 2024 Kasberg,Palr,ck 8 ASSOCIatI,S LP .1-20za 601 WAJO PPRDVED ev A(,r/ >? NIM\o GEORGETOWN,TEXAS 78626 KPA Rrm Regatrat-Number F-510 ..... DATE 1-2021 1hAW°�,,.Lr•+'"� TYPICAL DETAILS 1 OF S 1 SHEETS 0 0 Y 3 !!! • PD"ER SEAL MMOCWED 4 Vii'+.'•': B- / OK e" ws"OP OISA'CT CLYK'REIE AWRALE AtYt s (RE�sISTANr-slN m $ „ sttn rwE!04) nENBL orxeLE SEAL moo RLE R COPMKC r W �' ACCORDAKE IMM AS I.Y. CPT! O 5 o PRO RSKW ANDS MnM(2) 3 — ^'...a. M/MLEY LEE PdERrs LOGRD `.;:: Ar CENRR OF O11A11rY OR ADM.AS PER ANMiKTAEER 5' IB"OLA s" ITIL,TAIAK CEYENr GROUT 'f I'`,:i:'` TAKE W CLAYPs •:1:."«' (AOD RESISTANT-SURAESS STEEL TYPE!DT)(1 CLAMP ON 12"PFE ANDS LER)(T CL ON 15- PIPE ANO LARGER) ILI 9 y ro B A577E: CONCENONC CONCRETE CONE SECMW SMALL DE AAM.FKIARED USNW 4000 TO 4100 P.S.I.COAC'RETE.24 MY hom STRENGTH AND w ACCORDANCE RriM AS.TY C47e.AS AAM/FKiURED BY CONCREM PRODUCrs MCMPOWTED. OR APPMJKD EOLML. 1. PLEXME SFK 6007"RESAKNT CONCCTOR M BE A IeYARR/a IT w WS(ITS PRC)Y A AAIMgL[. r. amn MOM= O"`°LSP,' CITY OF ROUND ROCK °""„"� tLiroRD = `°" CITY OF ROUND ROCK DRA.* a ON r=AT Uam D�AI=Wr ON DRi AT UA6B DVAIRYREI APPROY® APPMYDD os-o(-LBaT-oL-LB DATE PRECAST 48" CONCENTRIC DAYS FLEXIBLE "SEAL BOOT" RESILIENT CONCRETE CONE SECTION DETAIL �_ +eq���M„ CONNECTOR DETAIL _— LL Illv(m 4Laul Ma tRor w LM.Ln fi 3 S R p5� t PROJECT NO 2 16 ROUND ROCK,TEXAS RFCDRAM BY 9 � KASBERG,PATRICKS ASSOCIATES,LP CYCLE]-RMN 465"WAMVVATER twN REHABAITATION PROJECT SHEET NO. No DATE REhsION BY CONSULTING ENGINEERS D-02 Pb(DA� DESIGNED BY M'A'R.9Yb RIPE. Y OF SET ©2024 Kasberg Palnck 8 Associat.LP 0—4801— APPRDYEDBv A( y r,crx o = GEORGETOWN,TEXAS 78626 TYPICAL DETAILS 2 OF 6 18 SHEETS KPA Firm Registration Number F-510 %o°i4 e, DATE 10-2- 34 OL,L c`� Al—e M,w. I I I I 1 11111 I I 11 111111111 11111 WC Invoice r INVOICE DATE INVOICE NUMBER PIPE&SUPPLY 09/10/2024 S101105389.001 ACT PIPE AND SUPPLY, INC 1400 GRAND AVE PKWY N LGOEfO. PFLUGERVILLE,TX 78660 REMIT TO: 512-252-7030 ACT PIPE AND SUPPLY,INC.Fax 512-252-7026 PO BOX 301282 DALLAS,TX 75303-12821 BILL TO: SHIP TO: TEXAS PRIDE UTIL dba TXP INNOVATION CYCLE 3-BASIN 4&5 WASTEWTR REHAB 725 CARBY ROAD ROUND ROCK,TX 78665 HOUSTON,TX 77037 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME/RELEASE NUMBER SALESPERSON 194556 EJ033 Genaro Sanchez WRITER SHIP VIA TERMS SHIP DATE ORDER DATE Chris Jundt DIRECT NET 30 DAYS 09/10/2024 07/03/2024 ORDER QTY SHIP QTY PART# DESCRIPTION UNIT PRICE EXT PRICE 60OFT 60OFT 135427 16"SDR-19 IPS HDPE PIPE W/GREEN 24.640/ft 14784.00 STRIPE .....FOB 13LANT TULSA,OK/CUSTOMER TO PAY =REIGHT COST//NON CANCELABLE Prior Deposit on 10/24/2024 -14784.00 Invoice is due by 10/10/2024 Subtotal 14784.00 Past Due invoices may be subject to 1.50% late charge. S&H Charges 0.00 Tax 0.00 Payments -14784.00 Amount Due 0.00 Printed By:CHRIS03 on 11/42024 11:48:35 AM TEXAS PRI E UTILITIES LLC 725 CARBY RD HOSTON TX, 77037 TEXAS PRIDE 346-410-5913 UTILITIES For the cost in labor and equipment for the unused pipe.The fuse machine was rented for a day '/z however the operator told me it took them 4 hours just to fuse the pipe.The day cost was 324.75 dividing that by the 8-hour day labor(after 8 hours the rental company considers a day)x 4 hours we get a total of $162.37.The diesel for the fuse machine,the excavator to load the fuser every joint and truck to deliver pipe, including usage of the truck for that one trip was of$200.00. For labor time based on the overhead of the labors per day it is$550 per labor/worker that x 3 will give us a total of$1,650.00. In total the cost of the unused pipe being fused and prepared will be$2,012.37. Thank you, Luis Ricardo Pecina Project Manager Texas Pride Utilities ricardo.pecina@texasprideutilities.com 832-898-8638 rT:N.C, PmlpV Nee Main Street eedville,TX 77461 QUOTATION # 24-0319 PR=noem (979)793-7771 (979)793-6500 Fax Quote Date: 11/11/202.3 Bid Date: 10/18/2024 i,J•• Quoted: Addendums: Round Rock Project PO#EJ-242 Question concerning this quote? Attn:Texas Pride Utilities Call: Donald Hodges®(979)793-7771 Ricardo Pecina(832)898-8638 We propose to furnish the following material in accordance with project plans and specifications Item Quantity I Description Quoted Unit Price Quoted Annount- SANITARY 1 1 Ea. Sanitary Manhole Base(48"x 3'For 16"Pipe 0-180) S900.00 S900.00 (Pipe Boots and Joint Gasket Included.) 2 1 Ea. Sanitary Manhole Cone(48"x 4') S600.00 5600.00 3 2 Ea. Special order Hole Formers for 16"Pipe,add S380.00 $760.00 4 3 Ea. Grade Rings(32"x 3") S35.00 S105.00 (Pallet of 12 Grade Rings S 360.00.) Customer to Pick Up at the Plant TOTAL: S2 365.00 This quotation is fine for 15 days from quote date. Remarks: Note: No sales tax is included in the above prices. No coatings or linings unless specifically noted above. No ring and cover unless specifically noted above. No admixtures unless specifically noted above. Delivery: A Haul to jobsite.Customer to unload. B Haul to jobsite and set off or strung.Customer to furnish labor to assist our crane truck operator. C.Loaded on customer's truck at our plant. D Above is based upon our loaded trucks being able to reach the jobsite operating under their own power. E Above is based on full truck load(All split loads will have additional costs). F.Haul to jobsite and set in customer's graded excavation.Customer to furnish labor and assist with installation. Terms: Payment to seller is not contingent upon buyers receipt of payment from others. Acceptance and performance of this contract is subject to the continuing approval of seller's credit department. Quote is based upon the quantities and items outlined.Alterations or changes may affect the quoted price and the quote will become void Submitted By: Accepted By: Date: Page 1 of 1 SHV LMOSW.WK A41MS SOUTHERN HYDRO VAC HYDRO-EXCAVATION SWE EGRAY QUOTATION # TX11012024 COMPANIES 1 OTILIT�♦CC Submitted by: Gerald Hoffpauir—Estimator T. Gray Utility / AIMS, LLC 401 Northville Houston, Tx 77037 832-301-9181 (Office Phone) 713-875-5472 (Mobile) ghoffpauirCaD.aimscompanies.com QUOTATION JOB INFORMATION Project: CITY OF ROUND ROCK- Cycle 3 Basin 4 & 5 Attn: Ricardo Pecina-TX PRIDE Quote Date: 11/1/2024 Bid Item Pay Unit Unit Total Item Description Unit Qty Price Price MOBILIATION LS 1 $1,000.00 $1,000.00 1APPLY EPDXY TO NEW 4' MANHOLE—RAVEN 405 OR QUADEX VF 6 $375.00 $2,250.00 STRUCTURE GUARD 2TESTING-VACUM AND HOLIDAY LS 1 $1,500.00 $1,500.00 TOTAL $4,750.00 *Please see "Notes"section on the second page of bid sheet. PLEASE READ OUR TERMS — PAYMENT TERMS WILL BE SRICTLY ENFORCED. QUANTITIES ARE ESTIMATED ONLY. PAYMENT SHALL BE MADE FOR ACTUAL WORK PERFORMED AT THE SPECIFIED PRICES WITHIN THIS QUOTATION. QUANTITIES WILL BE BILLED AT TGRAY/AIMS FIELD QUANTITY REPORTS, NOT CONTRACTOR, OWNER, OR ENGINEER REPORTS. continued Exclusions:Engineered drawings, remi isting liners,Water Meter, DOT permits, plans, majc c control, flag men or police officer,fees& permits,survey works,by-pass water control,rebar replacement,vactor truck/service,pipe Gleaning,jobsite dumpster, laboratory test fees,chemical grouting to stop heavy flowing infiltration,mechanical work,pipe coatings,plugs over 12-inches,bypass pumping,bonds&special insurance,surface restoration works other than T Gray related work.Storm Water Pollution Prevention Plan(SWPP).Concrete wash-out area. PAYMENT TERMS: Net 30 days.T Gray/AIMS reserves the right to issue a Stop Work notice to past due customers.If the account is not brought to good standing within ten(10) business days after receipt of notice TGray/AIMS may cease all construction activity for the delinquent customer until said account is reconciled.TGray/AIMS also reserves the right to administer a 1.5%per month(18%per annum) finance charge to any past due invoices. If the invoices must go to an attorney for collection, in addition to the amounts owed, the customer shall be responsible for payment of all attorney's fees, cost of court and expenses. Zero (0%) percent retainage held on contractor services. New customers will require a credit application and mobilization deposit.At TGray/AIMS discretion,a job deposit can be charged at 25%of contract total and is payable upon signing agreement. By signing this agreement,you accept all terms and exclusions contained within this quotation and all payments made to T. Gray Utility AIMS, LLC will follow those terms and quantity structure within this document. Insurance Coverage General Liability 2,000,000 Automobile Liability 1,000,000 Umbrella Liability 1,000,000 Worker's Compensation 1,000,000 Pollution Control 2,000,000 Confined Space Entry OSHA Compliance 29 CFR 1910.146 Proper equipment includes:tripods,winches,full body harness,multi-gas monitors to check space during and before entry as a minimum.OSHA requires an attendant to always monitor the confined space entrant.Confined space permits and entry procedures must be signed off by site supervisor. Warranty: 1 year warranty on service and materials from date of installation. Notes: 1. Quote is valid until 12/1/2024. 2. GC to provide water meter and/or hydrant hook-up. 3. GC to provide access to manholes/structures within 5 feet. 4. GC to Provide Cleaning of the pipe prior to installation 5. GC responsible for water control, bypass pumping, and plugs (if required) 6. GC to provide any engineered stamped TCP requirements and equipment. 7. Excavation Not Included-Launch Pit, Services, and External Obstruction Removals Owner Name: Authorized Agent Signature: Printed Name: Owner Contact: (Address) Date: Project Payment Bond No.: (City, State &Zip code) Surety/Bonding Co.: (Name/Address/Contact) T. Gray Utility /AIMS Services provided: Manhole & Lift Station Rehab, Epoxy Coatings, Chemical Grouting, Concrete Pumping & Abandonment, Road Boring CCCP (Centrifugally-Cast-Concrete-Pipe), CIPP (Cured-In-Place-Pipe) Sewer Line Inspection Cleaning & CCTV Services COi m. REZ Bid Proposal for sewer parts All Bidders Job sewer parts austin,TX Bid Date: 10/22/2024 Bid#: 3824044 Sales Representative Core & Main Jose Garza 1301 West Wells Branch Pkwy (T) 512-990-8470 Pflugerville,TX 78660 (F) 512-990-0069 (T) 5129908470 Jose.Garza@coreandmain.com 10/31/2024- 12:02 PM Page 1 of 2 CORE : Bid Proposal for sewer parts All Bidders Core& Main Job Location: austin,TX 1301 West Wells Branch Pkwy Bid Date: 10/22/2024 Pflugerville,TX 78660 Core& Main Bid#: 3824044 Phone: 5129908470 Fax: 5129900069 Seq# Qty Description Units Price Ext Price 10 1 32"C.O. ROUND ROCK WATERTIGHT SANITARY RING AND COVER EA 601.07 601.07 20 1 RUB'R-NEK CONCRETE JOINT WRAP QTY 1 ROLL EACH RU116893 EA 135.00 135.00 Sub Total 736.07 Total 736.07 UNLESS OTHERWISE SPECIFIED HEREIN, PRICES QUOTED ARE VALID IF ACCEPTED BY CUSTOMER AND PRODUCTS ARE RELEASED BY CUSTOMER FOR MANUFACTURE WITHIN THIRTY(30)CALENDAR DAYS FROM THE DATE OF THIS QUOTATION.CORE&MAIN LP RESERVES THE RIGHT TO INCREASE PRICES TO ADDRESS FACTORS,INCLUDING BUT NOT LIMITED TO,GOVERNMENT REGULATIONS, TARIFFS,TRANSPORTATION, FUEL AND RAW MATERIAL COSTS. DELIVERY WILL COMMENCE BASED UPON MANUFACTURER LEAD TIMES.ANY MATERIAL DELIVERIES DELAYED BEYOND MANUFACTURER LEAD TIMES MAY BE SUBJECT TO PRICE INCREASES AND/OR APPLICABLE STORAGE FEES.THIS BID PROPOSAL IS CONTINGENT UPON BUYER'S ACCEPTANCE OF SELLER'S TERMS AND CONDITIONS OF SALE,AS MODIFIED FROM TIME TO TIME,WHICH CAN BE FOUND AT: https://coreandmain.com/TandC/ 10/31/2024- 12:02 PM Page 2 of 2 0United Rentals RENTAL QUOTE TRENCH SAFETY BRANCH C35 13119 DBSSAU RD # 240382972 AUSTIN TX 78754-2039 512-479-5058 Customer # 1376616 Quote Date 10/21/24 VISTA AVE Estimated out : 10/22/24 12:00 PM Estimated In 10/29/24 12:00 PM .� 309 VISTA AVE UR Job Loc 309 VISTA AVE, ROUND ROUND ROCK TX 78664 UR Job # : 194 Customer Job ID: P.O. # QUOTE Q Ordered By RICARDO PECINA Office: 346-410-5913 written By KRISTEN HARVEY Salesperson KRISTEN HARVEY TEXAS PRIDE UTILITIES LLC 725 CARBY RD DBA TXP INNOVATIONS This is not an invoice HOUSTON TX 77037-3303 Please do not pay from this document RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Estimated Amt. 8 940/9818 MODULAR SHIELD PANEL 24" X 8' 28.00 67.00 161.00 536.00 8X8X4 4 942/8270 END MEMBER 4- 11.00 17.50 52.50 70.00 1 940/9828 2' EXTENSION LEGS PACKAGE FOR BOXES 9.50 19.00 41.50 19.00 Rental Subtotal: 625.00 Agreement Subtotal: 625.00 Tax: $0.00 —"*" Estimated Total: $625.00 COMMENTS/NOTES: CONTACT: RICARDO PECINA CELL#: 832-898-8638 CPU This proposal may be withdrawn if not accepted within 30 days.The above referenced Rental Protection Plan,environmental,and tax charges are estimates and are subject to change. NOTICE This Is not a rental agreement. The rental of equipment and any[terns listed above is subject to availability and subject to the terms and conditions of the Rental and Service Agreement,which are available at https://www.unttedrental&corW"UrerTtaFseMce4emrs-US and which are Incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREEMENT TERMS ARE AVAILAB_EIN PAPER FORM UPON REQUEST. UlINVPDP Page: 1 ' TEXAS PRI E UTILITIES LLC 725 CARBY RD HOSTON TX, 77037 TEXAS PRIDE 346-410-5913 UTILITIES LETTER OF EXPLANATION Dear Mr.Mattke, Texas Pride Utilities has been hired by the city of Round Rock to perform on the project for Cycle 3 Basin 4&5 WASTEWATER MAIN REHABILITATION. The City has required for Texas Pride Utilities to install a 7 ft deep and 4 ft in diameter concrete manhole with two 16"pipe connections running at 180 degrees on the base for a total cost of$13,990.00.Outside the cost of the installation of the manhole for materials,we have cost of labor and equipment $6,273.93.Overhead for each day one of Texas Pride Utilities worker is on filed with direct and indirect cost, it is of$550.00 having four men on the crew for two days has a cost of$4,400.00.The equipment used for this site will be a pickup truck to not just mobilize the crew but mobilize materials,tools and excavator,heavy excavator to set,control and install manhole.Adding fuel to both machinery/equipment giving us a cost of$1,873.93. for these two days.Adding all this cost of personnel and equipment by Texas Pride Utilities gives us a total of $6,273.93. Luis Ricardo Pecina Project Manager Texas Pride Utilities ricardo.pecina@texasprideutilities.com 832-898-8638 WWL 277-285 CID 1471635 T 111, ¢ %'X yvim M k AVERAGE DEPTH-XX FT H i 1 20 ,0 A HORIZONTAL SCALE iH I I! CIO 1,11E-6 I MAUL 271 IIIS �1 REPLACE e'PIPE WITH a"HOPE BY PIPE BURST METHOD - 14-02 5 11 • M V .0 N A �. 4 w__--___rw-__.-rw -'rw _ _r .w w S •N' 4 in�# � I 4 Field correction. Plans say 8" to 8" pipeburst (302 FT), however, the pipeburst should i be 6" to 8". I a S PROJECT NO. :u+� � � ROUND ROCK,TEXAS g DESIGN DRAM BY IBI £' �7R.' '' KASBERG,PATRICK&ASSOCIATES,LP CYCLE]•EMN 4 i 5•WASTEWATER YAM REHABIUTATON PROTECT S`HEnEwT,NO. REVISION er CONSULTING ENGINEERS M-15_ DESIGNED BV AOOMOn BbN.P.E. pOF SET ©2023 KaSDerg,Patnok 8 Asaoaates LP Sb o20,061,PN APPROVEDBy del ,gRJ Q GEORGETOWN,TEXAS 78626 WASTEWATER LINE DEFECTS 2T7-285 48 SHEETS KPA Firm Registration Number F-510 %Dae Br DATE M28-M2 /�'IM1y -_ SILNT Io p40 1- .8 5K HOR12ONTAL SCALE IN FEET o U I� O CID 1474m VERTICAL SCALE IN FEET WWLSHNS '` T _ Rf}IAI Y RIPE MIITN Y NDRE BY PIPE BURST M1T/100 tM0 NN )W6 MM A+e] J Ar s 3 STA,WO ooSTA..63.66 a WWMN CID 1.l0>l9 1 — MJ -- RIM-Ill 12 ; to-743 6 tAaOTu � NtO1Nn]e69 MJ ..ti PoMpA E112 5— N 16+e,2J3.L3 Y'' FLY•1)AUINW) 6 FLY�3]3�631HW) ` Remove 8" to 8" pipeburst FLY•ns.u(E) FLB"•]J).3615E) L (383 FT) on Sam Bass. 744 744 9 740 740 cm+novo W WL 951.866 B ETHOD REPLACE 6 RIFE WRM B'HDPE By"PE BURST M 736 73 s i t 732 732 33 $Y r 8.9'Rj _ SQ�R^�' _. .. . 5 =56 728 +d i 728 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 $ PROJECT No 30+� o"'E ROUND ROCK,TEXAS DESIGNDRAWN By s' `y' s'' KASBERG,PATRICK&ASSOCIATES,LP CYCLE3-BAM4&5-wAsrEwATER MAN REHABUTATION PROJECT SHEET NO. �j NO DATE REMION By Aon„o„sW1,.PE CONSULTING ENGINEERS VWU-42 OF SET PNIDM. DESIGNED BY u ©2023 Kasbe Patrick S Assoaates,LP s1Y303]3Se)o AM APPRoveOev ir`c.r'k� ..(5.i......-¢= 48 rg, ', _ GEORGETOWN,TEXAS 78626 WASTEWATER LINE DEFECTS 951-958 •O SHEETS KPA Firm Registration Number F-510 A^�o�' DATE 06-26-3033 SILIFFL N 0 20 a0 h» M/ •• ,�Iby � HORIZONTAL SCALE IN FEEL _ ' r hN 0 2 146.3)) - h J WWL)90806 REFI E 'PIPE WITH a'HDPE BY P QRST METHOD _- m MA REPAIR FIRE BY CURED IN PLACE PIPE METHOD S p PE B WAOSTIN AVE .� yy, >• - VERTCAL SCALE NI FEET y e•W My S STA 1 N $TA 19] ` ]M0 W '.Y�E• Y• u 0670 W WMH C D 1.30916 'FN ]J0HCID99 9•W RIM.74S 72 N 101 11MI 11 , 101158 71 V� E]1111990005 STA-12 91E1 / / FL6"=)]6]]IEI CLEANOUT ' e11S1 , FL6"•)]6261W1 TOP•)41.99 n FL e"_]]] _�'._ i Z e- \My •'. Elt]6]26.8001 = 444 n A I O NOO W 3 FL6".)]6A6 W) 3 � e z Removed 6" CIPP (260FT) W work on Austin Ave. 744 744 9 740 740 Cot IT2 a wilt.2]6349 p 736 CID 146411) REFUWI GE 0'PIPE TH 0'HDPE BY PIPE BURST METHOD w—)9s-SoS 73 REPM laE RY CURED IN PLACE PIPE METHOD 5 732 732 c a € € ¢� Ea 728a LL>e <•LL 726 1+00M 1+50 2+00 2+50 3+00 3+50M M 4+00 4+50 5+00 5+50 M 6+00 6+50 PROJECT No 2�+� or'"e"; ROUND ROCK,TEXAS DESIGN DRAM BY �' �I' KASBERG,PATRICK&ASSOCIATES,LP CYCLE]-BASIN4t5-WASTEWATER MARJ REHABILITATION PROJECT SHEET NO. Fj NO DATE REVISION DESIGNEO BY (07.7 6MJKA 5` Aaal9°"eae•P'E' _ CONSULTING ENGINEERS WW-13 OF SETPb1-©2023 Kasberg,PatnckBAaspaat9sLP srerzozJ4s45PM APPRovEDRr ddd+ft.R19� .,��_' GEORGETOWN,TEXAS 78626KPA Firm Reglstrahon Numper F-510 Re6ie ey. DATE OFn1022 L-;�� WASTEWATER LINE DEFECTS 236-219 J1 798A05 48 SHEETS SILIFF N ley HORIZONTAL T STM HXI 00 Ili,T 0 .r4 viwNH CID 16]636 Z a CID 14718W —_ a •]40.6] WWL 61663] 'i - 3 N 30168486.3]0 I v REPLACE 6"PIPE MATH B"HOPE RV PIPE BCUS*ME r�i�.it�. ]1431.180] � �A , VERTICAL SCALE IN FEET FL t-• '•]31.99(W) ' • 1.00 100 4.00 �•1� FURNISH AND 5 j TA 1-6 CLEANOUT NENDOFLINE I ; < L I N 0168)31 113 e , k E]1Jt OUT. 1 L 4 % FL 6'tOUT}]M.68IEI A - Removed 6" to 8" pipeburst (211 FT) Blair St. Called CIPP in table. 9 732 732 i v 728 728 E � s+wsmgyT�f6L00 724 w4ADE° 724 EW S 720 =n 720 gi - U rj 718i.J. :t• 718 _0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00" 3+50 4+00 4+50 -5+00---5+25 PROJECT NO 30-166 p�jF l4 ROUND ROCK,TEXAS DESIGN DR—BY Is � ��,s� SHEET NO. > \?N KASBERG,PATRICK B ASSOCIATES,LP CYCLE 3-SASH 4L6-WASTEWATER MAIN RENABILRATION PROJECT NO. DATE REVISION By / �� q SET ^IDm DESIGNED A��^^sL I,PE 66686 gees CONSULTING ENGINEERS Ww'.300F ®2023 Kasber,Patrick&A860CIalBe LID 1au30211.3101 AM APPROVED BY .Ql hFt,E'l L �17U_' 9 C' i "= GEORGETOWN TEXAS 78626 'pl WASTEWATER LINE DEFECTS 815622 48 SHEETS KPA Flrm Regretratan Number F-510 '^ [HTE 1oo6'iv�4 uwL SIIIFF M1Ntt�"" R � 1J l I7 O 0 20 d0 3 M CID 11)11M] • HORGEONTAL SCALE IN FEET NOL 82]881 V I . '� • CONDUCT ROOT REMOVAL NO REPLACE 8"PIPE WITH 0'HDPE BY PIPE BURST METHOD ' 0 ] +I I �- VERTICAL SC&E IN FEET w O • w Z � ' � � 1•W 0 2N0 21411111 BTA 1.00.00 - R.. STA]•82.02 3 • H AND INSTALL I-.0 WWMH CID 11]8160 M / � � ' LEANOUT ~ RIM•)30.81 # AT END OF LIME N 10168]80.2. • • N 10;UM41 872 1 f]I]21A1 BO] E]1]2]01 740 FL 8'•)21.00(W I •FL 6"IOUTf"ir.(WI 4 FL 0'•121.00(EI 4 V ' Removed 6" to 8" pipeburst (2531FT) Blair St. 9 732 Called CIPP in table. 732 E ° 728 728 9 CID/6110651 �ff1RLfT rfflH°° .....N.LH 6•NDPE G W .ppE 724 CDNDDDT RDpT RENIWA`A"'��GEe 724 720 ; '� 720 8 o�, 718 »LL. 1 1 1 1 1 : 1 1 1 1 1 1 718 ggg2 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25 e PROJECT NO 2D1ea ��� r'y,, ROUND ROCK,TEXAS OR BY IaI =:;%"� KASBERG,PATRICK B ASSOCIATES,LP CYCLE 3-SASW 4A 5-WASTEWATER MAIN REHABILITATION PRQ1ECT WW-31 NO. DESIGN ND DATE REVBON er DESIDNEDS" A R PE uaa inJKA CONSULTING ENGINEERS ♦�W-31 OF n Pt1 DM. APPROVED �. PI° ,,_ WASTEWATER LINE DEFECTS 623851 SHEETS SET ®2023 Kaaberg,PatrickBAfso aat s,LP a6rzm]ma6 t)AM '.�4 GEORGETOWN,TEXAS 78626 48 KPA Firm Regot at-Number F-510 (JIFFY DATE toa-zo2] ��NII \,.,` SLY i;i OWL A fr*��7 �! # ! _ W"ftCFK ,W f*MBEf5 It tixrs• f ww DAILY REPORT JOB: o VN_ n.(j ^_ IG9 :-OREML4IV 9 LouTJo«; VART CUC�!T y n ISHIF: UP SHIFT TOTAL. L ,� / N� HOURS: , o rVl(l WE: O ( 3 WM10%AL "RE "ININIt"kis (it-31551 JS56 { ------------- i CREW MEMBERS �A!OR�:PROBL&IS Ej FOREMAN- O — OPERATOR- 67 LABOR a 1 •I�:Er.ay tiegvir Ym w c ( f Task or pop fcnm �Yn.cw.r s� Gdhy P+N AUMT W` ( 1 /���J/✓� �,` �L DAILY REPORT JOS: 03:: �OREhLLN 2C1 �/ C4 . CLIENT: � /- - SDATE: SHIFT: 6 E^IU SHIFT: 'a TOTAL SNIFL • G -•61 i-IOUFS: ILI 61 I -- 3- 11 Ll1. .L�l Gy ;_ ! l By d 3 - q ISMHAM I I � � �-- ( I I C GA r� T✓ t2�A y3470 S 1'f 3 0 70 ! , I ao �-----I v� ...�at.J Ivo -tv.. i I I I I 1 u?EA MEMBERS 7lORI.PROBLEMS FOREMAI 1- f--�)I Ate. a v v�tz.1c/VI-a_ OPERATOR- LUL I AA- 66 " A-L LABOR-_ 012-G� comm spot,=niN o.io... t:,Erir.F.agVit Yes a i'{o lil NOW � I _ I DAILY REPORT 7 � JOB: A L LT E A M uwullms c., ,DB AN LOCATION TOTAI CLIENT. � y '//� \ -y /124 SHIAFRTT • [JFND SHIT-1 �U� HOURS-. o � / DATE. L & / CREW MEMBERS WORK PROBLEMS V1 r v :0 -- /2c)Vjv /,Z-L,GL FOREMAN- (me- {� Gv� s 12� ALLTEAM SOLUTIONS, LLC _ 5960 N Sam Houston Pkwy E Ste 410 7Ar% Humble, TX 77396 US ALLTEAM ggarza@kleen-environmental.com SOLUTIONS INVOICE BILL TO INVOICE # 1240 Texas Pride Utilities, LLC DATE 05/10/2024 725 Carby Rd. DUE DATE 06/09/2024 Houston, TX 77037 TERMS Net 30 P ROJ ECT A0124003 - Round Rock DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 04/22/2024 Services Clean & Tv Inspection of 8' 285 2.50 712.50 Sanitary Sewer Line 04/23/2024 Services Heavy Clean & Tv 1,431 2.50 3,577.50 Inspection of 6'-8' Sanitary Sewer Line 04/24/2024 Services Heavy Clean & Tv 1,877 2.50 4,692.50 Inspection of 6'-8' Sanitary Sewer Line 04/25/2024 Services Heavy Clean & Tv 1,101 2.50 2,752.50 Inspection of 6'-8' Sanitary Sewer Line 04/26/2024 Services Heavy Clean & Tv 1,595 2.50 3,987.50 Inspection of 6'-8' Sanitary Sewer Line 04/27/2024 Services Heavy Clean & Tv 669 2.50 1,672.50 Inspection of 6" Sanitary Sewer Line ............. Please see attached daily report. SUBTOTAL 17,395.00 TAX 0.00 MH# 1430740 to MH# 1430739 TOTAL 17,395.00 BALANCE DUE $17,395.00 ALLTEAM SOLUTIONS, LLC _ 5960 N Sam Houston Pkwy E Ste 410 7Ark Humble, TX 77396 US ALLTEAM ggarza@kleen-environmental.com SOLUTIONS INVOICE BILL TO INVOICE # 1248 Texas Pride Utilities, LLC DATE 06/07/2024 725 Carby Rd. DUE DATE 07/07/2024 Houston, TX 77037 TERMS Net 30 PROJECT A0124003 - Round Rock ACTIVITY DESCRIPTION QTY RATE AMOUNT 06/03/2024 Services Heavy Clean & Tv 793 2.60 2,061 .80 Inspection of 6' Sanitary Sewer Line 06/04/2024 Services Heavy Clean & Tv 911 2.60 2,368.60 Inspection of 6' Sanitary Sewer Line 06/05/2024 Services Heavy Clean & Tv 800 2.60 2,080.00 Inspection of 6-8-15' Sanitary Sewer Line 06/06/2024 Services Heavy Clean & Tv 960 2.60 2,496.00 Inspection of 8' Sanitary Sewer Line ----- ------------------------------ -------- ------------------ Please see attached daily report. SUBTOTAL 9,006.40 TAX 0.00 C/O STA 3+11 to MH# 1438168 TOTAL 9,006.40 C/O STA 3+53 to MH# 1438168 MH# 1430675 to MH# 1430674 BALANCE DUE $9,006.40 Kleen Environmental, LLC 5960 Sam Houston Pkwy KLEEN Humble, TX 77396 USA ggarza@kleen-environmental.com ENVIRONMENTAL www.kleen-environmental.com 5ce INVOICE BILL TO SHIP TO INVOICE# 2255 Texas Pride Utilities LLC Texas Pride Utilities LLC DATE 11/15/2024 725 Carby Rd. 725 Carby Rd. DUE DATE 01/14/2025 Houston, TX 77037 Houston, TX 77037 TERMS Net 60 PROJECT: A0124003 - Round Rock DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 10/07/2024 Hours Heavy Clean & Tv Inspection of 15' 12 400.00 4,800.00 Sanitary Sewer Line Please see attached daily report. SUBTOTAL 4,800.00 TAX 0.00 TOTAL 4,800.00 MH# 1430703 to MH# 1430702 BALANCE DUE $4,800.00