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Contract - Texas Pride Utilities, LLC - 3/27/2025 Page I of 5 IV_ Contract Quantity Adjustment/Change Order JNtNK rcv 011lfi 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 $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.Xhange Order: 0 Time Adjustment by this Quan.Adj./Change Order 0 New Contract Time: 270 Submitted for Approval Prepared Prepared By�Kaltlyn Saucedo, Engineer Associate, City Round Rock 3/4/2025Saucedo, Engineer Associate, City of Round Rock 3/4/2025 Signature Printed Name,Title,Company Date Approvals q Contractor: �1 CL'QVC% t'a'i ' cr l i "c I 141 sin ture Printed Name, A le,Company Date City Project Kaitlyn Saucedo, Engineer Associate 3/4/2025 Manager: Y 9 Sig ure Printed Name,Title Date Mayor/City r/ Manager © ir 5 gn re Print N me,7 Date � - 2025- ED Page 2 of 5 Contract Quantity Adjustment/Change Order rev,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: 2,466.55 0 Page 3 of 5 Contract Quantity Adjustment/Change Order ■ouao�oorTExnS ev,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 rnnyci 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 7 Trench Safety Implementation (Open Cut, LF Point Repair) -186 $10.00 -$1,860.00 Trench Safety Implementation (Pipe Burst 8 Pits,CIPP Pits) SF 7120 $4.00 -$28,480.00 9 Furnish,Istall, Maintain and Remove Slit LF Fence -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, EquipmeT,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 LF -265 $100.00 -$26,500.00 Page 4 of 5 Contract Quantity Adjustment/Change Order NOUNO NOCK tE%AS 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, Equipment,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 NOCK iLlWS 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 TOTALS: -$558,976.00, 0 _ y HORQC*I�L SCAI.E IN FEET A T'120-FROM MH 1430704 SCM.E IN FEET , cm E= o N 101402 0 138 E 3130.7 SEES SEEM ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■_ ■■■■■■■■■■111■� ■■■■■■■_■__■■■■■■■■■■■■■■■■■■■■■■■■■■����■■■■■■■■■■■■■■■■■■■■■111■ f��iii����■■■■■■���iii�C�......i�■■■■■■■■■■■■■■■■■■■■■■■■■111■ „ ■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■111■ ■■■■■■■■■■i I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ ROUND ROCK TEXAS KASBERG,PATRICK&ASSOCIATES,LP CYCLE 3.BASIN 4&5 WASTEWATER MAIN REHABILITATION SHEET NO. x.".N DlY MMR S—AIPE CONSULTING ENGINEERS VM-29 OF F".1 offi.m. APPRMED BY GEORGETOWN,TEXAS 78626 WASTEWATER LINE DEFECTS 601-604 48 SHEETS m� m P O IW9m cwrz M AW°dD TMD As 1 1/2"LETTERS !T'COVER YOr b7 (RECESSED rui Lrpirr 7 1-. [' PICKB.R 1y0CK (BPOYGWN DID STYLE) w AIWlW o-TING mW.l Y IIWAL>0 WTm oWQIOC 520'H T A H r�+ I"LETTERS s (RECESSED °rA a.D.c eWan mrorn[sl"..- 1:0;:'A nlnH)(BDprMMI ° ' RKart/.m '°[,[.,o p,WW,rOK .mrnwr _I 1 ® aDsm£J rs[wR/si aN.019"mr oy y - r..mrTI::.In mra 4s a[n aLT XIII 110 lP6AaN RIRPW[GL X, FMY B `. OMIT HOLES FOR P g Ou Tort nl S E W E a NUMBER PLATE L>-AwA.lnWJ 2 * (SEE NOTE/13) _ , * PRO"ETCHING E AAI.AM i AROUND KL 4nlsn6 MM' uAas wlm Rn4prwfA v NL AWlra * IoW®[Lvalw.a'riav STARS MVV. MANHOLE COVER PLAN VIEW MANHOLE FRAME PLAN VIEW 7 Al An' Altar 12 1,11 J2" AanWnA+rta w IrVAWWm[ �, ' - �i /�AWIa.tee'las.Pexrsl �• V4- 2 TWNK:) z 7/9' 1 I/z' JJ 12 5 MANHOLE COVER SECTION VIEW — / 1 J I3/,G-I� MANHOLE FRAME SECTION VIEW 1 - - WuicP m�`itc�ma n.r.:..•a�[.. � - [��m�.lrn.�"°` 7 O ,;..r, - uleW Erna w-IP J/WAMKar.l6 l.r WIN IW..M S- AN - �vr.icme s/J•'" SiotN.MdMi[To ArrHr vI.a.uwc+n°r �SILYI � IOtwa /^I N 1M'9N�rm N r.SaJ (9¢M.0 w-Pi.Iv RYc um1 ,� I T., _w. DROD mum PICKBAR DETAIL "'i1/8' MAX.!/8' STAR SECTION VIEW I. I DROP/S SIT RICHES R T TO RTWOOP FEET CONNECTOR CONSTRUCTION Of DROP SINLI PROVIDE AN OVERSIZED rP vI 11 INVERT TO EXTEND UNDER THE DROP CONNCCMXi 0M1M1pr°`IR [AA'n uAv[L bvLM BOLT MOLE SECTION 2. SEC CGLISTRUCION PLANS FOR MANHOLE SIZE LOCATION.CONFXGLNV ION TYPE OF TOP SECTION.VENTING 6 REDUMREMENTS PAPE SIZES AND TYPES. I. COYER AND FRAME SHALL COMPLY WITHSTANDARD SPECIFICATIONS FOR ORABIAf.E,SEWER,UTILITY AND RELATED CASTINGS:AASITYO DESIGNA1104 0306-04. 3 J. AMANDLES SHALL BE PRECAST A.S.F.M.C470 BELL AND SPIGOT WITH'0'MAG JOINTS / 2. MANHOLE COYER SHALL BE MODEL NUMBER:V-2452-5(PRODUCT NUMBER:4213203J),AS MANUFACTURED BY 4. (MANGLES TO SE DESIGNED 10 RESIST LATERAL AND VERTICAL SOIL FORCES RESULTING FROM MANHOLE DEPTH. EAST JORDAN IRON WORKS IHCORPORAIEO.OR APPROVED EOLML. ALL MNNLv,MOICOVERS S LOG IED O PAVEMENT TO T DESIGNED FOR 1120 IRE FICLO LOADING.OU J. MANIOLC FRAM£SHALL BE MODEL NUIMER:V-24J2(PRODUCT NUMBER.'121!2010).AS MANUFACTURED SY EASY 3. ALL AMNHGLC COVERS SHALL BE BOLTED AND OASIfETED.WHEN MWWHDLES ARE LOCATED OUTSIDE Of a PAVEMENT XAIWI DIANA¢GIPnI JORDAN TRIOTI WORKS INCORPORAICD.OR APPROVED EGLML. 9 6. FRAME ADJUSTMENT HEIGHT SHALL CONSIST Of FAT ACHES(5)M ANAJAI TO EIGHTEEN ACHES(I8) SrrYL [1/YA I� 1, MWIIOLE COVER AND FRAME ASSEMBLY,I ORDERED A SET,SHALL BE AIOOEL NUMBER:V-1152(PRODUCT LM AMUW GRADE RAGS SHALL BE GROUTED WTD(A NON-SHANK GROUT ASIDE AND OUTSIDE.NOPE CRAOE INVIw'a NU4%R..73).AS MWUFACiUREo BY FAST.KNOW IRON WORKS INCOFPORAIED.OR APPROVED EIXML. 9 Ri MAY ADI W USED. AVKs pO Im 3. ALL CORNERS AND EDGES SNNL HIVE A 1/16'MIMMUM AND 1/8'.MAXIMUM RADIUS. 1. FOR MANNIXES 10 W VENTED.SEC DETAINS WW1 O5 AND WIi 6. 40AWOLE COVERS SMALL BE CAST WITH TWO I'044UMR STEEL PIOK6ARS. B. A FLOW CHANNEL SHALL BE CONSTRUCTED ASIDE MANHOLE TO DIRECT INFLUENT INTO Ti FLOW STREAM ALL ' ]. IMANCIE COVER WEIGHT SNAIL BE 175 LBS FOR DUCT&E IRON.HEIGHT SHILL BE LIST ON BOTH TOP AND II P.Y.C.PIPE SMALL BC REMOVED FROM KIVERT 1. CAST-W-PUCE BASE SMALL BE 1000 TO 1500 P.S.L CONCRETE 28 DAY STRENGTH. Borrow,OF COYER. 9. BASE SECTION SMALL BE DESIGNED FOR H2O LOADING,PLUS EARTH LOAD AT 130 PCF. 1 STEEL SHALL BE GRADE 60. 8. MANUFACTURER SHALL CERIRY THAT EACH MANHOLE COVER MEETS HS-20 LOAZWVG. I0.[ALB[INTERIOR CONCRETE SURFACES OF WASiFXNTER MWIOIES TO BE COATED WITH RAVEN 405, J. MANHGL.E RISER PIPE fUFNSHED IN IENCWS OF ONE(I),W(2),TINFCE(J).FOUR(4)OR SX(6)FEET AND 9. F)L CTS SHALL BE 111"RADIUS UNLESS OTHERWISE SPECIFIED. SPRAYWALL OR APPROVED COWL.(WIN A UANFORM THICKNESS OF 124 MILS AND A MINIMUM THICKNESS OF SHALL BE IN ACCOROINCE WITH ASF.M.C178. 10.1lMIDFACTtIRER SIAALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS 100 MAS,APPLIED MER MANHOLE HAS PASSED THE VACUUM TEST).ROTI REHABILITATING MAIRIOLES I/2" 1. AVERY CHANNEL SNA.L BE PROVIDED DMI AS MUCH AS FOSSAE FORMS A SIO°TH COVTINOAITOV OF INUET II.COYER SHALL BE DIPPED IN A WATER-BUSED ASPHALTIC COADIC,PRIOR TO SHIPMENT FROM FOUNDRY. 2 MINIMUM THICKNESS CALCIUM ALUMMATE CEMENTITOUS COATING AND OTHER INTERIOR SURFACES MAY BE AND OUTLET PIPES 12.9011 SHALL SE 5/8"-I INC X 2-LONG NEX STARR.ESS STEEL WITH WASHER. COATED IF RECOMMENDED BY COATING MANUFACTURER.(IN LIEU OF ArERIOR COATINGS NEW PRECAST 5. BASE STALL BE PROPERLY FORMED IN THE FIELD WITH WOOD OR OTHER APPROVED FORMS. IJ.MMAAFACTURER SHALL OMLL 2-7116"X 1/2"DEEP NOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY AMWNOLCS CONTAINING CPROVIDINGLD WILL BE ACCEPTED PROVIDING THE MANUFACTURER STENCILS DOVSHRLD' 6. VERTICAL BARS MAY BE EXTENSIONS OF BOTTOM STEEL OR SEPARATE FROM BUT TIED TO BOTTOM MOMZONIAL THE CITY OF ROUND ROCK.THE IOP HOLE SRW.BE DRILLED r'O.0 FROM WE BOTTOM OF INE PCKSAR AND ON WE INSOE AND OUTSIDE OF ALL MANNIXE SECTIONS.) STEEL INE BOTTOM IDLE SHALL BE DRILLED 1"OC.FROM TINE IOP HOLE. RECORD &SS D COPY CITY OF ROUND ROCK DRAWING01N0 RECORD SIGNED&CSD COPY CITY OF ROUND ROCK °°"w„',"_o:° FILE AT BAN D D°P" CITY OF ROUND ROCK DRAWINa;°: ON flit AT UtBB DR ON fl12 AT UkBB DBPARTY®IT ON flIJI A7 UtEB DEPARTMENT £ APPROVED APPROY60 APPROVED 03-01-lePRECAST CONCRETE WASTEWATER os� Le CAST—IN—PLACE BASE N01DATBOLTED WASTEWATER MANHOLE *D�/ate ___ +1,�/ A:�.am TS FOR CONCRETE WASTEWATER 1Q„1e FaOem,,,R, COVER AND FRAME DETAIL MANHOLE DETAIL * �(WW'. MANHOLE DETAIL MaWFAOMa,Kb;m ,[„n 7 RFC PROLEcrHo s0 � i'%sl ROUND ROCK,TEXAS DRAWN ev ISI �`' KASBERG,PATRICK&ASSOCIATES,LP CYCLE B-BASIN A t S-WASTEWATER MAIN REHABILITATION PROJECT SHEET NO. No. DATE REwsioH av 'S D-01 r5o1 OMI D£sicNEO By ANN R.sMW III P.E_ MMICI KA CONSULTING ENGINEERS OF SET ©2024 Kasberg.Patrick 8 Associates,LP wrz 2024 9 01 a0 AM APPROVED BY p s, GEORGETOWN,TEXAS 78626 TYPICAL DETAILS 1 OF S 1 S SHEETS KPA Firm Registration Number F-510 Pwn.a By DATE 102o-2oz4 �Lpw - AJACOB lowR SEAL^"MOCAfv -SIMMm rLEx�'sm"r DAS STEEL TmE RrmLKmr comArcTim. ACCORGA�0,T,ASTM. 0 0 PROWSADN A140E`OR(2) .ftf7l L�"ER AT CENTER GRINTY OR ABOW.AS PC, HYD&U"CEAAW GROUT TARE w CLAMPS M'0. (Am RESLR,Avr-sURREss STEEL PI 38'D. TWE 302)(1 CLAMP ON 12-PPE AND SMALLER)(2 CLAMPS ON 15- PPE AND LARGER) CONCENTRC CONCRETE COAT sEcnoN sN L BE"UAWACRARED USING TOGO 70 43W P.S.I.ComceETE,28 DAY ham STRENG.AM)W ACCOR Cf MV7N As.r.C.78.AS—WFACnIWD W CONCRETE PPOOLCrS NCORFORAIM OR APPROYED Eq . I. FLEXIBLE'5EAL BOOT'RESILIENT CONNECTOR TO SE A MINIW 0E 12 PICK (12)FROM A MtMKiIC,x r nwiw slamm COPY MGMM)COPY 0 mix a DRAWING NO ON w DRAWING 1. N U�DEPARMNITICITY OF ROUND ROCK WW-09 IS A U�01PAIMMERTC1 Y OF ROUND ROCK WW-10 0 W-01-1803-1-16 GATT PRECAST 48" CONCENTRIC DAU FLEXIBLE "SEAL BOOT" RESILIENT CONCRETE CONE SECTION DETAIL CONNECTOR DETAIL PROJECT No 20=18! !FrW ROUND ROCK TEXAS DNAWN BY SHEET NO Ist R RFC DATE REVISION %' KASEIERG,PATRICK&ASSOCIATES,LP CYCLE 3-BASIN 4&5 WASTEWATER MAIN REHABILITATION PROJECT D-020F By fb DESIGNEDBY A�R.S—�.HI P.E.PCONSULTING ENGINEERS 0 DATE 1.21 GEORGETOWN,TEXAS 78626 OF 6 SETLP IQQ9Z,1�801XAM APPROVED W G TYPICAL DETAILS 2 18 SHEETS V-1 "A _51 1�11 — I JKA APC Invoice Ir INVOICE DATE INVOICE NUMBER PIPE&SUPPLY 09/10/2024 S101105389.001 ACT PIPE AND SUPPLY, INC 1400 GRAND AVE PKWY N PAGE NO. PFLUGERVILLE,TX 78660 REMIT TO. 512-252-7030 ACT PIPE AND SUPPLY,INC Fax 512-252-7026 PO BOX301282 DALLAS,TX 75303-1282 1 of 1 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 :'LANT TULSA,OK/CUSTOMER TO PAY zREIGHT COSTHNON CANCELABLE Prior Deposit on 10/24/2024 -14784.00 Invoice is due by 10110/2024 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 11/4/2024 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 '/2 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 NOCE pipe 9235 Main Street rr Needville, Tx 77461 QUOTATION # 24-0319 (979)793-7771 (979)793-6500 Fax Quote Date: 11/11/2024 Bid Date: 10/18/2024 •• • • Addendums: Round Rock Project PO#EJ-242 Question concerning this quote? Attn:Texas Pride Utilities Call Donald Hodges(d(979)793-7771 Ricardo Pecins(832)898-8638 We propose to furnish the following material in accordance with project plans and specifications Item Quantity Description Quoted Unit Price Quoted Amount SANIT4RY 1 1 Ea. Sanitary Manhole Base(48"x 3'For 16"Pipe 0-180) 5900.00 5900.00 (Pipe Boots and Joint Gasket Included) 2 1 Ea. Sanitary Manhole Cone(48"x 4') 5600.00 $600.00 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 $105.00 (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 sellers 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 LANDSHARK AIMS Sa IITHEFN HYDRO VAC HYDRO-EXCAVATION, QUOTATION # TX11012024 COMPANIES 4W-4-4ti! �R/,�Y Submitted by: Gerald Hoffpauir—Estimator T. Gray Utility / AIMS, LLC 401 Northville Houston, Tx 77037 832-301-9181 (Office Phone) 713-875-5472 (Mobile) ghoffpauir(c_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 Eni Unit Total Item Description Unit Price Price MOBILIATION LS $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, remove existing liners. Water Meter, DOT permits, plans, major traffic control, flag men or police officer, fees& permits,survey works,by-pass water control. rebar replacement. vactor truck/service. a p8 GleaRiRg,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 ID CORE ' 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 CEo. OREZ 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 4-1 .� 309 VISTA AVE UR Job Loc 309 VISTA AVE, ROUND ROUND ROCK TX 78664 UR Job # : 194 Customer Job ID: P.O. # QUOTE ® Office: 346-410-5913 Ordered By : RICARDO PECINA I� 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: Qt Y 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 '"�2 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 items 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.unitedrerital&corNle Vrental-service-terns-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. DIINVPDF 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 e, ♦ ' a AVERAGE DEPTH-XX FT �' e t# a `a- i 0 Y 4..t -.. • MJI y.. N 4 20 d0 n Z� - HORIZONTAL SCALE IN FEF 1 BE ? YPIPE ~�� • � 4 ut C L w � 1r00 i Is00 4 3x00 � a 0--i / o , �►fr VISTA AVE FW Yf. 5 r/ t• / /• �• / s w ew r rw a •• rw a j---- e-w rw rw--- ew --rwrw--a•r7—.- - w D j t r I� ti AV E. Field correction. Plans say 8" to 8" pipeburst (302 FT), however, the pipeburst should $ be 6" to 8". 8 P i i 4 P Q S PROJECT NO. 26t8B __�or'��t�� ROUND ROCK,TEXAS DESIGN DRAMBV IBI :;%' ''• •., KASBERG,PATRICK&ASSOCIATES,LP CYCLE 3-BASIN 4A5-wASTeiii R MAIN REHABILITATION PROJECT SHEET NO BY NO. GATE REVISION E. e DESIGNED BY ^ •P.E. imisa1i CONSULTING ENGINEERS -- ww-1 5 of s SETHt DAN s.. ©2023 Kaeberg,Patrick 8 AssocAssooiates,LP 5Iv2o3a 4.55u � a PAt APPROVED BY ^E�- L .�., ��;c GEORGETOWN,TEXAS 78626 WASTEWATER LINE DEFECTS 277-28548 SHEETS KPA Firm Registration Number F-510 %.d B/' DATE M28-M? SILIFF as r •w ' � r ,^� / ♦ HO—ONTAL SCALE IN FEET o CID+4]03.9 W WL 931939 , VERTICAL SCALE IN FEET REPLACE 9"PIPE WITH 9"NDPE BV PIPE BURST METHOD 1K0 3.00 JM9� -�� Np Np � r `SAM BA55 HU >� OTA)+OO.W S ` rn e - - -- - r'9 --— "A W1NMH CID 1.]0)]9 \; 1 ___—AFI --- + MJI +M.Y SWIVMH CIO+4]0)40 _ : RIM,I'll g x1019Ui1.e99 -.. i., _ pA ' ._...... .........._. ._._ M+oL 1)3' T - E]1xe093.3+e f3 ii Y„'4 d FLT=]]3.W INWI a FL 271 INW) FLT•i]6.M I3W 1 FL 9”•i]9.xe lE) 1 FLT.»e.,.,E, Remove 8" to 8" pipeburst FLT.Ta)i9,SE) C I: (383 FT) on Sam Bass. 3 � 744 744 9 7 p 740 740 a aD+n954o W WL 951-959 8 RE/LACE 0"PIPE WI1"9"I.PE BY PIPE BURST METHOD 736 736 I. l 732 732 ` 6 66 728 7A26 »LL LL 0+50 1EI LL 1+50 2+00 2+50 3+00 3+50 4+00 4+50 LL 5+00 5+50 6+00 {� PROJECTNO. x41 ..-c 4",°ie+sl/ ROUND ROCK,TEXAS DRAWN BY ISI JKAKASBERG,PATRICK&ASSOCIATES,LP CYCLE I-BASIN 4 L 5 WASTEWATER MAIN REHABILFEATION PROJECT SHEET NO. DESIGN NO aTE REVISION By �99� ,9 DESIGNED BY AOOWn91RM.P.E_ ruxsax s9RA CONSULTING ENGINEERS W••-'12 of SET Pbl DM. t ®2023 KasDerg,Patrick 8 AssodateR,LP srvxoz]>se]o AM APPROVED BV .till+Rc.tLk Q GEORGETOWN,TEXAS 78626 ,E pp KPA FRm Registration Num Der F-510 P snucar DATE oaxo-xozx ,rte WASTEWATER LINE DEFECTS 951-958 40 SHEE i5 m 0 20 a0 N. HORIZONTAL SCALE IN FEET z nM.\ • It Tl 0� GID 1-117WWL 2Je.xae T 4 w \ W WL]B6A06 � -�• REPLACE 6"PIPE WITH B'HDPE BY PIPE BUftBT METHOD _ -�'�^ 3 6. PIP ,B8 B ALE IN FEET i+ BD M2 M2 W ADBTtN AVE . \\ REPAIR PIPE B'CURED IN PLACE METHOD y .I VERTICAL SC R 3 100 M2.0 R a.0 5^00 Swl 3 • �N,P w v.rh A .._ _ STA 1.0.00 \ ` •fir. _ •` STA—0- W WMH CID 1430614 n,P - MH CIO 10]0816 f0 I�' '(■)F{r RIM=739 00 R M ]1 Fi r N101698].!99 �\ N 01—'127JS STA-111 1 E313U859.066 Pa / \ 0 E FL 733.99(E) FJ 3 04800 j TOLEANOC.T 1W) ]41 FL ]33.81(5) f x5 P= 9 69 N 10169030 .7 811 EJt]1]• FL6"=]36 ry1) . CC �\ r Removed 6" CIPP (260FT) work on Austin Ave. 744 744 9 740 740 CID 1236.24 "L x3o-xw � 736 GID 1268111 REPLACE 6"PIPE'MTH B"HDPE By PIPE BURST METHOD 736 "L 711"1 REPAIR PIPE By CURED IN PLACE PIPE METHOD 1 g a 732 732 m 8 1 5 as i� A5. Ia $i S ii o w� 728 `C g II. LL 'LL 728 1+00 1+50 2+00 2+50 3+00 3+50M LL 4+00 4+50 5+00 5+50 M 6+00 6+50 g DESIGN PROJECT NO 20 = f^O��F4, ROUND ROCK,TEXAS SHEET NO. DRAWN g3. IBI -;i` •.,;'•,,, KASBERG,PATRICK&ASSOCIATES,LP CYCLE D-BASIN 4&5-WASTEWATER YARN REHANLITATIDN INIOJEC► MO. BATE REVIBN)N Br -�—� DESIGNED BY AeeYPO •P_E. ilI0i50N9 Sicliu CONSULTING ENGINEERS WW-13 of SET Pb1 DMc y fi a O 2023 Kasberg,Patrick 8 Associates,LP 5/1r20]J asa:zs PM AwRovED BY [IAeL1e�- C' y„_ GEORGETOWN,TEXAS 78828 p WASTEWATER LINE DEFECTS 238-2098798-805 48 SHEETS KPA Firm Registration NumberF-510 Plov.e ey: D,ATE OP262OZx I ryA\ BILIFF L O 10 -�b I H F I HORIZONTAL�SCA<E IM FEET STA t.o9 003 0 ] W WMH CID llJe 168 CID 1471860 L -7)0.6] WWL 816431 NRIM- 10188J841J0 C - REPLACE 8"PIPE VNTH 8"NOPE BY PIPE BURST METHOD '� • I L 11]31.1 w VERTICAL SOLE IN FEET FL 6'-721 991w1 1 l✓Yu FL 6"•]11.69(EI • 1.Oo' 1W0 JwoJHt � N o • 4 Ts I STA 1.1111 • FURNISH AND INSTALL g ` ` 8"CLEANOUT A,J 4� . _.�—� -• _.'�, AT END OF LINE ; • w _ N10168311.111 IJ EJ111N0.001 Ir Removed 6" to 8" pipeburst a ' (211 FT) Blair St. J 7 �L s A Called CIPP in table. 9 732 732 7 y 728 728 P L81SdBY PIPEBURST � VATM e.NOPE 724 PBE`a�E 724 x 720 s 720 AA 718 718 ¢y -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 N 3+50 4+00 4+50 5+00 5+25 PROJECT NO. zO"1ee 9FI I ROUND ROCK,TEXAS g DESIGNP=1' REVIS ON BYCRAM BY ISI KASBERG,PATRICK&ASSOCIATES,LP CYCLE 3-UM 4SS•WASTEWATER MAIN REHABILITATION PROJECT SHEET Nq0°°wn Sw'P_E. CONSULTING ENGINEERS WW-30 OFSETPNID.1. DESIGNED BY Patrick&Associates,LP 101an01J 1OS os AM APPROVED By ita� Q ,?4. - GEORGETOWN,TE%AS 78626 patration Number F-510 %oXi1 BY' DATE Io0�Hxa¢s _ WASTEWATER LINE DEFECTS 815832 40 SHEETS SILIFF � r T 1 3 '.. h w• � CID 1011903 – Mrs M-""--- HORIZONTAL SCALE IN FEET m � •, WWL 6]3!81 U1 .• ,- e CONDUCT ROOT REMOVAL AND REPLACE b"PIPE WITH 8"HDPE BY PIPE BURST METHOD O 2 , r VERTICAL SCALE IN FEET w w O s 1 H. 1V21 �•• _ _ i y • 1N0 • -~ 2.00 3.00 3.63 < N00 .00 • -• �.•Y4 I F { STA 1.00.00 v , ' STA]•63.82 - . y FURNISH AND INSTALL WWMH CID 1438188 M • /� f 6 ' ! r AT END OF LNET qIM•)30.6) R t N tO1 -230 N 10168N'.872 E 31J21A1b8 .803 •� 1' E 3132381.d8 FL 8'•1'21.33(WI FL 15(OUTp72688(W) c FLC•1'21.83(E) � wW I{� ' Removed 6" to 8" pipeburst (253FT) Blair St. 732 Called CIPP in table. 732 728 728 s` s a 724 gODTaErO724 ca+DUDr 720 R m 720 $ $aE :o ,'s 718 ww �LL 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 2P168 '���°f 1�e'41 ROUND ROCK,TEXAS DESIGNDRA,NN BY sl =C 1 KASBERGr PATRICK&ASSOCIATES,LP CYCLES•SHIM i •WASTEWATER MM REHABILITATION PROJECT S�2H3E/�E�TL WW-31 R, No. DATE REVIBR3N ev DESIGNED BY Ad,l—SOW,P.E. � mOsa s6AuKA CONSULTING ENGINEERS VWV-31 OF a Pal DM. Irma--�_: ®2023 Kast—g,Patrick 8 Assoctates,LP 1aU20231035.11 AM APPROVED ISY .11d1 R!<G %, �,_ GEORGETOWN,TEXAS 78626 A SET KPA Firm Registration Number F-510 PbS—B DATE D043033 tiI1� WASTEWATER LINE DEFECTS 823831 48 SHEETS ..."..,.. .. r. q3071 a /43V739 t r. y y 4 r f r L ,r'—oo � 3+r til 3 q r r L ` r oa R,[ti1W GTi jig ti fi �---�- p1T r DX � REPORT JOB: 2Q VNO )U cj< 109:;= :=OREMAN LOCATM CLIENT: Ti T)� START aU SNF TTOTAL SHIFt: U7O DATE: Q l _ a 3 7�__� - 1 IC s 71 I _ _ CREW MEMBERS WORK PROBLEMS FOREMAN a �1 Li �,D� OPERATOR- V � ��-L?/11(L fgC.J�•/79 LABOR- �� tl l26 f2 - .Y4.Cu,iva_3�oc�GdiY�'nnkllCi t:o.w�h,.�: 'Jctl W�`OI• _ - " '' .. . �. . •. I DAILY P,EPQI;T �aCAT,C4 12u f,.� z . Toru SH*: • �Q ]�� c^IUSNIFT: J{ rI0UF5: I ( • V /'`� 6 —t--�--- '� DATE: •.-e...�. �Y.- f. �D. 4 mm1 LIL i i $�sa•8� I l Y 38�61�A j_� 3 r -T✓ — Y3a7DS � 1y30 70LI Vl Ct?E,Y MEMBERS `.NORM PROELEWiS FOREMAN- �L►�Gl�� ' OPERA-i OF- ZL/j A 6i TABOR- Cnn4ne Sox+ Envy 11.6W, uYa.CuMma_inaca Cnhy Faun 41C7l 1 DAILY REPORT 7M A L LT E A IVt JOB: C. JOB# FOREMAN 'S LOCATION sa u��aNs START ' / /v —y CLIENT: XA �/J SHIFT CJU END SHIFT: Uv HOURS: 1 /�7` DATE: G CREW MEMBERS WORK PBLEMS V1 r v ,URO -- /4)vrv� `Z,j UL FOREMAN- Z- ALLTEAM SOLUTIONS, LLC _ 5960 N Sam Houston Pkwy E Ste 410 7K Humble, TX 77396 US ALLTEAM ggarza@kleen-environmental.com satutlONs 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 PROJECT A0124003 - Round Rock I '/' i 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 7K 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.kieen-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