Loading...
R-2025-084 - 3/27/2025 RESOLUTION NO. R-2025-084 WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with Texas Pride Utilities, LLC for the Cycle 3 —Basins 4 & 5 Wastewater Main Rehabilitation Project, and WHEREAS, the Council has determined that it is necessary to make adjustments/changes to the quantity of work to be performed or materials, equipment, or supplies to be provided, and WHEREAS, it has been determined that it is necessary to adjust/change the quantities in said Contract in accordance with the attached Quantity Adjustment/Change Order No. 1, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City, Quantity Adjustment/Change Order No. 1 to the Contract with Texas Pride Utilities, LLC for the Cycle 3 — Basins 4 & 5 Wastewater Main Rehabilitation Project, a copy of said quantity adjustment/change order being attached hereto as Exhibit"A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 27th day of March, 2025. CRAIG ORYolk, , Mayor City of Round Texas ATTEST: ANN ANKLIN, City Clerk 0112.20252;4923-1205-0215 9 G1 0 0 3 0 L Z Q `Jelglty V-oad JO Go��ty 'o Z m N N FM 43� r z A m CC36-Z n % C3 E Old Settlers Blvd N n � 2 h Park I v v J II E .fl tilers BNd E Old C7 CD Wood Glen 3 c d Greenbelt \ a Old Settlers CO d. T;9er trl Z Park At Palm O e A Valley Coi,otY Road 12 v U 0. a�Pd Brightwater pC28-Z UC27-Z Greenbelt 79 0� m reek woe Z f-Palm Valley B►vd a. Golf ub 00 X55 BC22-Z s d ek Brushy Creek BC23_Z �6 BCO2 ' ve d u n d BF2. 1 � y 0 LC09-Z v a N i Ridge ° 3 i Stee Brushy Creek Cross oCommunity Park m s N I 1 ' Greenridge - I LC19-Z LC15-Z %klghway 45 i i Turkey.Hollow I-Out\ Meado Nen way¢ �� �' \ Springbrook Royal Pointe Black Enclave ,alcon Pointe Date:3/11/2025 N CYCLE 3 BASINS 4 & 5 SUBBASINS BC21,BC22-Z,BC23-Z,CC36-Z Ak LC09-Z, LC15-Z, LC16-Z,LC17-Z n^ou oa«KTe-1 LC18-Z, LC19-Z,OC27-Z,OC28-Z EXHIBIT "A" Page i of _ Contract Quantity Adjustment/Change Order / NIN K rev 01/16 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. ]ustification 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)j: $1,438,870.55 Difference between Original and Adjusted Contract Prices: -$526,509.45 -2701a 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��Kaitlyn Saucedo, Engineer Associate, City Round Rock 3/4/2025Saucedo, Engineer Associate, City of Round Rock 3/4/2025 Signature Printed Name,Title,Company Date APprovab � Contractor. 1G' PCia f i -2 3 7_5 Sin cure Printed Name,Ae,Company Date City Project Manager: Kaitlyn Saucedo, Engineer Associate 3/4/2025 Signature Printed Name, Title Date Mayor/City Manager Signature Printed Name,Title Date 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: $32,466.55 0 Page 3 of 5 Contract Quantity Adjustment/Change Order •ourro■oac TE,wS 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 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, Lquipment,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 i ROUND Ro«fE%AS Contract Quantity Adjustment/Change Order 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 ROlINO NOCI(fLxAS 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 T TAL : -$558,976.00, 0 e r w, •� k Ss r M F LE AT 320 FROM MH 14-04 VERTICAL W�E IN FEET ' ,r ri Ly } _ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■/��■■■■■■■ills ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■����■■■■■■■■■■111■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��ii■■■■■■■■■■■■■■111■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■����■■■■■■■■■■■■■■■■■■111■ ■■■■■■��■_�■■■��■■�_■_■■■■■■■■■■■■■■�%���■■■■■■■■■■■■■■■■■■■■■111■ f��iii������■■■■���i������������i■■■■■■■■■■■■■■■■■■■■■■■■■■111■ „ ■II■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■111■ ■■■■■■■■m■■mm■m ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■n■ ■■■■■■■■■■ .:...........■r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ • iiiiiiiiiiiiiiiiiiiiiiiiiiiii mo�MOiiiiiiiiiiiiiii 1,00 1+50 � . ROUND-. CONSULTING ENGINEERS GEORGETOWN,TEXAS 78626 WASTEWATER LINE DEFECTS 601-604 -- - PKASBERG,PATRICK&ASSOCIATES,LP CYCLE 3-BASIN 4&5 WASTEWATER MAIN REHAMILITATION PRWECT �� m O MXbAP trM[M AwoKH1) rar Rn meq,a JI'COVER 1 I/2'LETTERS (RECESSED FLUSH) - poi rrt ) is PK,18AR fy0CK (SOdrMW OLD STYLE) � O l 'V 1Rc M.�K o-s(P+.1 ulAls KA01 oMDIWa[ J2 Y W T A k f+ r'LETTERS jwu N (RECESSED ° a ara ar3Wxc xort/rol m ar aW!artlrNav! auasMw-iaiia-'rs ( ® DID SME O Yr •,� ORII.L HOLES FOR `D g (s[E KPWa~ Man AN, !s¢ /AI SEWER NUMBER PLATE a a MW t Tot AAA�K o-ac MP.1 m * (SEE Nor/IJ) PROVIDE ETCHING a [rRIeM a 6aMH [MANY �� i 6 AROUND ALL y[• ara• [[ wOs wim onawet /YAC[aPbr[aCAM A STARS MANHOLE COVER PUN VIEW MANHOLE FRAME PLAN NEW a NWaMT aXKAT aWm nwa[r ; IfD� NHl[a[Y L ., 31 1/1' J2' 41 AUNT 1' I ++1}I O O 0.w A,I ac 0"1z 1/6' 1 t/z'J J]112- MANHOLE /YMANHOLE COVER SECTION VIEW }13 16 MANHOLE FRAME SECTION VIEW a 'i' f scY Aror /s W.v..•au.. Z awA�ro+o irxa"ia"i M }a' ° aX m aMiAMaA oraK ArA1A>� acWlWrroK /41 AN, WIN, HIT Hoon ro Mao Au/ MAMA.w or,A,m�or<�1 1}/a'R r'ONM R.S.x�' YsA o�noe��a .nl H A.nL irm ax�owon1 CSIff..L LONG NR.S.R00 MIN 3/]' WMWA�MIN.1/A' NAIL 1/B' MAX,}/B' - I. IF DROP IS SIX INCHES(67 TO TWO FEE!(2'-07.CONSIRUCIICW OF DROP SMALL PRONOE AN OVERSIZED 6 a�ro,/, PICKBAR DETAIL STAR SECTION NEW INVERT TO EXTEND UNDER ME DROP CONNECTION wV[KT aNHKL fiaL: BOLT HOLE SECTION 1. SEE CONSTFUCION PLANS FOR MANGLE SITE LOCATION CONFAGUINTION TYPE OF TOP SEC71ON VENTING REOUWMENTS PIPE SIZES AND TYPES. 1. COVER AND FRAME CASTINGS'ALSNTO ESKA COMPLY WITH STANDARD SPECffIAlONS FOR ORARaAGE.SEWER,UIRItt AND RELATED i J. AMNNOES STALL BE DESIGNED PRECAST ASTM GIB BELL AND SPIGOT MATH TY RING JOWTS. I 2. MANHOLE LONER SALL BE MODEL NUMBER. APPR-J(PRODUCT NUMBER:ANJ7033).AS MANUFACTURED BY IATION M306-04. [. MANHOLES T.BE DESIGNED ro RESIST YEMEN AND E DE iG S&L F FORCES TMFFC LO FROM MANHOLE DEPTH. EAS!AGROW IRON WORKS INCORAMATED.OR APPROVE°EO(ML. ALL MAHALT MANHOLES ALL BED IN PAVEMENT S BE.O NEO FOR H2O RE LC TED OU J. "VIOLC FRAME SIMLL BE MODEL NUMBER:V-2432(PRODUCT NUMBER:121!2010),AS MANUFACTURED BY EAST 3. ALL MANOIE COVERS SMALL BE BOLTED AND OASKEiEO.NNEN MANHOLES ARE LOCATED 01/i510E OF PAVEMENT wHRI[HIrF6 m JORDAN MON WORKS INCORPORATED.OR APPROVED EOUAL KM. . 9 6. FRAME ADJUSTMENT HEIGHT SHALL CONSIST OF FIVE RICHES(37 IRNIMUM TO EIGHTEEN INCHES(IBS „K A MWHAAMMp i. MANE LOVER AND FRAME ASSEMBLY I ORDERED AS A SEI,STALL BE MODEL NUMBER:V-21.(.1MAXIMUM.GRADE RINDS SHALL BE GROUTED WITH A NON-SHRINK GROAT INSIDE MID OUTS"HOPE GRADE IAKLIm I-a M. NUMBER:IIIJ207J).AS MANUFACTURED BY EAST JORDAN IRON WORKS MCOPPORATED,ON APPROVED£DUAL. 9 RINGS,MAY NOI BE USED. wars H7 am 5. ALL CORNERS AND EDGES SHALL HAVE A 1/16'MINIMUM AND 1/8'Mk lVW RADIUS. ]. FOR MANHOLES TO BE VENTED.SEC DETAILS WW-05 AND WW-06. 6. LLAWiOLE COVERS SMALL BE CAST WIN TWO I'DIAMETER STEEL PIKBARS. B. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO THE FLOW STREAM.ALL 5' 1. AAFMGLE COVER WEICHT SHALL BE 175 LBS.FOR°VLDL£IRON.WEIOHT SHALL BE CAST ON BOM TOP AND P.V.C.PIPE SIAL BE REMOVED FROM INVERT BOTTOM OF COVER. 1.2 GSE-IN-PLACE BASE E 60. BE 1000 ro 1300 P.S.I.COACRCIE.1B OAr STREMGM. 9. BASE SINTER STALL R DESIGNED FOR N10 LOADING.PLUS EARS LO10 AT TED PLN. 7. STEEL SHALL BE GRADE 60. B. MANUFACTURER SMALL.EF/CERTIFY DNi EACH MANHOLE COVER MEETS HS-10 LOADING. 10.E61TlBC INIEROR CONCRETE SURFACES OF WASTEWATER YANhtlI.ES TO BE COATED WITH RAVEN 103, ]. MANHOLE RISER PIPE FURNISHED IN LENGTHS OF ONE(1),TWO(2),THREE(J),FOUR(I)OR SIX(6)FEET AND 9. FILLETS SHALL BE I/I'RADIUS UNLESS OTHERWISE SPECIFIED. SPRWIIALL,OR APPROVED EOA%L(AIM A UNIFORM THICKNESS OF IN NILS AND A MINIMUM THICKNESS OA SMALL DE IN ACCOpOi WITH AS.TM C478. 10.MANUFACTURER SALL REMOVE EXCESS IRON AND MACNNE EINSH SEATING SURFACES TO NOTED DIMENSIONS. 100 MILS.APPLIED AFTER WNIAOLE HAS PASSED THE VACUUM TEST).FOR RENuiv AANG MANHOLES 1/2' /. INVERT CHANNEL SILL BE PROVIDED DMT AS MUCH AS POSSIBLE,FORMS A SMOOM CONdMOADON OF INLET II.COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC COARAC,PRIM TO SHIPMENT FROM FOUNDRY. P MINIMUM THICKNESS CALCIUM ALUMRM CEMENTIiIOUS COATIMIG AND OTHER INTERIOR SURFACES My BE AND OUTLET PIPES. 12.BOLTS SHALL BE 3/8'-1INC X 2-LONG HEX SFAINLESS STEEL ON WASHER. COATED I RECOMMENDED BY COATING 1ANUFACTA ER.(IN LIEU OF INIENGR CODINGS NEW PRECAST 5. BASE SHALL BE PROPEMY FORMED IN ME FIELD WITH WOOD OR OTHER APPROVED FORMS. i].MANUFACTURER SHALL DRILL 7-3/16'X 1/1'DEEP HOLES FOR A MANHOLE NUMBER PUTS TO BE PROVIDED BY MANHOLES CONTAINING CONSHELO WiLL BE ACCEPTED PRONORMG W MANUFACTURER SMWXS'CONSHIfiD' 6. VERTICAL BARS MAY BE EXTENSIONS OF BOTTOM STEEL OR SEPARATE FROM,BUT TIED TO BOTTOM HORIZONTAL THE CITY OF ROUND ROCK. TNT TOP HOLT SNAIL BE DRILLED I'O.C.FROM THE BOTTOM OF THE PCKBAR AND ON ME INSIDE AND OUTSIDE OF ALL MANHOLE SECTIONS) STEEL THE BOTTOM HOLE SHALL BE DRILLED 4'OC.FROM ME TOP HOLE. ON fl1�iL AT�U4G9' °ARP'IYWENT CITY OF ROUND ROCK DR"!," NO] ON MIX ATT RD am�ARIKBNT CITY OF ROUND ROCK °""YW',"_o," DW fl1FC AT Uk6B DRPAMENT CITY OF ROUND ROCK DRAWING 0: �+ APPROY6D APPROYSD APPROYRD „ os-01-L8 03-01-1IS CAST—IN—PLACE BASE os-ol-IB BOLTED WASTEWATER MANHOLE PRECAST CONCRETE WASTEWATER BATS own �D„ MANHOLE DETAIL FOR CONCRETE WASTEWATER __ COVER AND FRAME DETAIL m_ ala MWP[,R.�;f ,,,,d0OW.,`A, MANHOLE DETAIL �"�°^ 7 n zo-1sa RFC PROJECTNO -% opt Evs G ROUND ROCK,TEXAS DRAWN BY ISI I IKAKASBERG,PATRICK B ASSOCIATES,LP CYCLE 3-BASIN A 85•WASTEWATER MAIN REHABILITATION PROJECT SHEET NO. 4rK REVISIONBYAN;nR.$YI1011,IIIP.E. µHrypSYIIOH7Gi CONSULTING ENGINEERS D-01 of DESIGNED BVPb , .19W0 �rtET Patnck 8 Associates LP mrzsnozA a o1}o AM APPROVEDBV ',,&'„ y- GEORGETOWN,TEXAS 78626 TYPICAL DETAILS 1 OF D 1 SHEETS istration Number F-510 Pba.4 BY DATE lo-zszozA 11I - AJALOB a S 49 J/1'Ott ;+ .TAI 1' POWER SEAL INTERLOCKED S/ IXl 3' !- INSIDE OF CASKET CONCRE)F.ILWHIXE WAIL ' RESISTANr-STAM1NLESS '•+1 STEEL TYPE JOT) FLEXIBLE SEAL BOOT S ' AACCLC R"DANC ommnc O. h S; C92J O O M`A`a`W MADE f01R(2) MIT 9ISFRTS AWLEY JLOCARD AT CENTER OF(2MNTY OR ABOVE,AS PER 4VNFACRARER 3' b'DLA 3' irivim LC CEMEM OROUr fA FAKE UP CLAWS (AM RESISTANT-STAINLESS STEEL W•IXC TYPE�: AND SMALLER)(2 CLAMPS ON ,y �'.-:1�::•1! PIPE AND LARGER) YS fS77E CONCE rRC CONCRETE CONE SECTION SrMl.1 BE LNM/FACfURID USING 1000 10 1300 111 CONCRETE,23 DIY W. STRENGN AND W ACCOROWCE WIN ASTM.C170,AS AHNUFACIUREO BY CONCRETE PRODUCTS WCORPORATED, OR APPROVED EOLHL, 1. FLEXIBLE'SEAL BOOT'RE.%LIENr CONNECTOR 10 SE A M AMUM tK 12 INCHES(12�FROM A LLANFIOLE JLXMT. G ! RECORD SIGNED COPY CITY OF ROUND ROCK °�WWNN-°09° °°"° REE.°°'" CITY OF ROUND ROCK DRAWINGONO: ON PILE AT UlEB DBPARI'IRM ON PIIS Ai ULeEB DOARTYQIT APPROV® APPROVED 09-0 I-10 09-01-16 # DATE PRECAST 48" CONCENTRIC DATE FLEXIBLE "SEAL BOOT" RESILIENT CONCRETE CONE SECTION DETAIL __,_ +�+I+jW� CONNECTOR DETAIL pp � wr.�1�A9 a'Mq �a�.s1tlL IKvr n.F+1l1 A 1� 77 PROJECT NO. 2U1B8 �a��(�g� Fr Nr ROUND ROCK,TEXAS RFCDRANM BY 9l \sra KASBERG,PATRICK&ASSOCIATES,LP CYCLE 3-BASIN 135-WASTEWATER MAIN REHABILITATION PROJECT SHEET NO. EDREVI910N BY Os9IONE0 By AIV,nR.SUTAo IIIP.E. S74NNP sunaN..i CONSULTING ENGINEERSSET berg,Patrick 8 Associates,LP 1o2v2ozA em 3s AD AI+PRoveD By A a , . GEORGETOWN,TEXAS 76626 Registration Number F-510 Pb9.a By. DATE 10-2-021 TYPICAL DETAILS 2 OF 6 8 SHEETS 1-5 CC71 Invoice 1 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 DSA LATX 7530301282 -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 PLANT 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 11/4/2024 11 48 35,,M } TEXAS PRI E UTILITIES LLC No725 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 P1 Nee N.C. pe 9235 Main Street Needville,Tx 77461 QUOTATION# 24-0319 PREw (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®(979)793-7771 Ricardo Pecina(832)898-8638 We propose to furnish the following material in accordance with project plans and specifications Item Quantity 1 Description Quoted Unit Price Quoted Amount SANITAR 1' 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. Sanitan Manhole Cone(48"x 4') 5600.00 5600.00 3 2 Ea. Special order Hole Formers for 16"Pipe.add S380.00 $760.00 4 3 Ea. Grade Rings(32"13") S35.00 5105.00 (Pallet of 12 Grade Rings S 360.00.) Customer to Pick Up at the Plant TOTAL: S2.365.00 This quotation is firm for 11 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 fumish 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 A'MSSHV ll./WosWARIC SOUTHERN HYORO VAC HYDRO-EXCAVATION QUOTATION # TX11012024 COMPANIES SwE CGLRAY 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(a-)_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 APPLY EPDXY TO NEW 4'MANHOLE—RAVEN 405 OR QUADEX 1VF 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,pipe GleandR9,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 IAIMS 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 & CCN Services EEiz:m. 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 EEizm- 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 DTX 78 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: ,Ja P.O. # QUOTE C Office: 346-410-5913 Ordered By RICARDO PECINA 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 4 r32— Estimated Total: $625.001 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 terns and conditions of the Rental and Service Agreement,which are available at https://www.unitedrental&coMLgaUrental-service-terms-US and which are incorporated herein by reference. A COW OF THE RENTAL AND SERVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. DIINVPDP Page: 1 TEXAS PRI E UTILITIES LLC ago725 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 ►� AVERAGE DEPTH-XX FT � 4 4 H w a HORIZONTAL SCALE IN FEET Er UM141 uRSI M z .00 z.^^ �r o, 3 - N.w.v ,rAM Mms .. .. • } 1 rw 4•R ---e-w --__. o-w __�w--_rw—. __.a-w..._ rw LL Field correction. Plans say 8" 9 to 8" pipeburst (302 FT), however, the pipeburst should be 6" to 8". B s RRoIECT No zo-rEe ROUND ROCK,TEXAS DESIGN D—BY SI y KASBERG,PATRICK&ASSOCIATES,LP CYCLE 3-BASIN 485-WASTEWATER MAIN REHABILITATION PROJECT SHEET NO. PJ NO DATE PENSION BY DESIGNED BY ��^BbN.P_E. IDp50N LiRu� CONSULTING ENGINEERS WW-15 of Pbt DNe: y C......i)9i5e.....T KA SET ©2023 Kasberg,Patrick 8 Aeeoclates,LP vvm�acss a PM APPROVED BY e,l l.�El O y __ GEORGETOWN,TEXAS 78626 pp W KPA Firm Registration Number F-510 Pbtli4 BY' DATE Ni] �I II��IOIMi��==' WASTEWATER LINE DEFECTS 277-285 4{7 SHEETS ■ 91lIFF � ao 0 NO IZONTA�T H D �d . WWL pb tdp68 "., VERTICALBCALEIN FEET * . REPLACE 0"PIPE WITH e"HDRE BY PIPE BURST METHOD .� C i i ti twoP 2w6�� lwo d.00 4.83 i ALL.. Fp C, yi 1 BAM BAsa aD � s... d'•. :,, -.:_ 3 STA Iw Ao ; " t __ M.6 + - WWMH CID 1430739 1 -- M..9 - ^+ - t 6 MHCID M.9 M.0 M..v M.p;... rM"v y�y, WWMN DID 14JOTdO RIM=101.12 .f � - ` RIM•]I3 d9 N 10181/]).609 -' N"v Y E 3126096.618 N 10161]]].11] ,T o « t F 1126018.2]6 N H FL B" 136/0 NNW) �' L FL r=]3I.62 I—) v ^' FL 6'=]36-(SWI Remove 8" to 8" pipeburst 3 Flr•]36.28(E) 3 - FL 8':)36.301EI Z FLr•]3776(SE) ,Y ... (383 FT) on Sam Bass. 744 744 9 740 740 v cID+oo6/0 e W W L 951.958 .8 REPLACE 6"PIPE WITH 8"HDPE B'PIPE BURST METHOD 'y 736 736 c 3 4 a 732 732 8xa�, a�R 66 6 a,e b 729 .C M LL 728 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 LL 5+00 5+50 6+00 .61 ROJECTlq. 201• ��C°r%F;� ROUND ROCK,TEXAS DESIGN NO. DATE REW8KK/ BY DRAWN B. KASBERG,PATRICK&ASSOCIATES,LP CYCLE 3-BANN186-WASTEWATER MMREHABILITATIONPROJECT SHEET NO. DESMEDBV A6tltrPn Strtr,P.E. �NIDSMI SBRU CONSULTING ENGINEERS WW-42 of SET Ptrt D- T11Pi ®2023 Kasberg,Patrick&Associates,LIP 518120217.66.30 AM APPROVED BY �"���' S GEORGETOWN,TEXAS 76626 KPA Firm Registration Number F-510 Pb°°^�' DATE °A2% 1j'IN,NQwIs WASTEWATER LINE DEFECTS 951-958 48 SHEETS SILIFF nM o zo 40 •• HORIZONTAL SCALE IN FEET \\ • CID 1111]2 WWI o 2 4 »� CID 1.1177WWL]]03.9 MET-OF - w WWL)1A1 � REPLACEO"PIPE WITH 8"HOPE BY PIPE BURST METO" yf VERTICAL SCALE IN FE FT 3 nM M-e REPAIR PPE BY CURED IN PIACE PIPE METHOD M j M j "6 W AUSTIN AVE i \.nk-0 ]1aa i_ 41W - 61W 6Hp O x� 3 nti r sTA 1100.00 sTA JNB1 WWMH CID 10]0674MH CID 1440676 R FH RIM-]JB Ye nN, RIM•740.)2 ami N 10t18]�13 \ N 1016810.7]6 E]—=17%.94% E 013"...0 STA 61•].12 p FL e•)]J.801E1 • M FL 6 )J6 JJ(EI CLEANOUT n � FL B•IJJ et(61 � ' FL 6 14616 DY) TOP•)11.00 m � � � N 101660]0 T11 111 F•k\ .E Jt]t]28.808 ,t. FLB"•])8.46(WI ■S M,yF nM t .rl Removed 6" CIPP (260FT) nF work on Austin Ave. 744 744 e 740 740 CID 1411,] -. Y6WL 136349 p 736 CIO 111171 pEPLACE 6"PIPE WITN 8"HOPE BY PIPE BURST METHOD nwL]ss-e6s 736 G REPAIR PIPE BY CURED IN PLACE PIPE METHOD Z 732 732 Cz w� a 728d 728 1+00LL 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 y 6+00 6+50 PROJECT NO. 26186 DESIGN Sr ]e'�,N ROUND ROCK,TEXAS SHEET NO, NO. DATE REV1910N BY DRANM BY IBI KASBERG,PATRICK&ASSOCIATES,LP CYCLED-BASIN 485-WASTEWATER MAW REHABILITATION PROJECT DESIGNED BY ABB--M P.E. NMM10x 50RUIKA CONSULTING ENGINEERS ����I-13 OF SET Pbi Delu T�;;s _ p ©2023 KaBbarg,Patrick 8 Aseocates,LP 11-2023 a u 2s PM APPROVED BY A'W'Ri Cz_l L' %., GEORGETOWN,TEXAS 78626 A p KPA Firm Registration Number F-510 Plon.6 By DATE o-x6-2021 rlb4'Ip�,, �:' WASTEWATER LINE DEFECTS 236-249 8 796$05 467 SHEETS sIUFF W a Me' - I H HORIZONTAL�SCALE IN FEET STA 1w0.00 _ WWMN CID 1,08188 �.= CID 1471 B80 D 2 4� t .RIM.1]0.8) • M q; =L 818822 I�,' �" k I p REPLACE 6"PIPE WITN It NDRE BY PIPE BU IT.OD � E J1]2141.80] . 4 •��` VERTICAL SCALE IN FEET —0 FLB".)21.881E) , I . k.< • tw01 z.oB 0 e 3.11 fl/ IS i F Y' p i STA 3.11.4 ' • FURNISH AND INSTALL g 1-8"CLEANOUT x E AT END OF LINE 'l1 •L •. w N 10188821.112 e E31]1840.001 'i6. FLB"IDUTI.726.68(E) � M � k 1 Removed 61 to 811 pipeburst g (211 FT) Blair St. Called CIPP in table. 732 732 3 y 728 726 8 DO SAO 724 724 €E e - :s 720 s {} 720 D ;mm ab 718 718 -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. 20-0a8 ROUND ROCK,TEXAS DESIGN DRANK BY Isl 1s"',, KASBERG,PATRICK&ASSOCIATES,LP CYCLE 3-BASIN A A 7-WASTEWATER MAIN RENA&LRATN>N PIIOJECT SHEET NO. NO DATE REVISION BY ...-.-_ ............... \w/�/1/��O DESIGNED BY �•�^sLn,.P.E. s._:6oLv.��BaIA..._; CONSULTING ENGINEERS rr�r OF SET PI^I Dai. „s ,W ©2023 Kasberg,Patrick Associates,LP 10144023 10 35 05 AM APPROVED BY .1,Ld sL.15ti7, [. !, i. :�-' � GEORGETOWN.TEXAS 78628 p KPA Firm Registration Number F-510 11.—By DATE 10M-2020 WASTEWATER LINE DEFECTS 815b22 40 SHEETS - SILIFF muff A01IN R _ r a�zD--.I0 HO—ONTALO T lapWWL 61)E61 S . , CONDUCT ROOT REMOVAL AND REPLACE 1'PIPE WITH 8'NOPE BY PIPE BURST METHOD 0 2 ANN _ :'ER TICAL SCALE IN FEET O w P 2 )m0 )s) e. 4• ZFEB q � a.00•.. MM ' } t 4V,,,' "ice . � E STA 3.S2 92 O STA FURNIS AND INSTALL WWMH CID 14)8188 M ¢'- 'l�( ' 1 !'CLEANO T i R­]]0.5] - AT END OF LINE R tO15B)84.1)o .J• N 101R148)8]1 ^d E01)1141803 ' r._.9 E31)1)81.7. LS" -• v F •711.88(WI , "'. FL 8'IOUTI•]2888(W) o FLS--7 121.881E) P g F 3 �—~ Removed 6" " t to 8 i eburs /� w 'a (253FT) Blair St. 732 Called CIPP in table. 732 E v ° 728 728 ps` p Y� suRrt qET� o1D++u,.M+ B RppEB �oREP1.A�Ep P1PE`Mt11. 724 �W�Rocif C OtAL 724 d 5 720 r n 720 4i1 !j � i0 718 n n.. 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 U• PROJECT NO. ..auty,l ROUND ROCK,TEXAS DESIGNDRAWN BY g1� �y/" ''sl"y JKAKASBERG,PATRICKBASSOCIATES,LP CYCLE 7-BASINA65•WABTEWATER MAIN REHABILRATgN PROJECT SHEET NO. NO. DATE REVISION BY g' FIR D.. SET DESIGNED ev AOaYa^swa.P.E. CONSULTING ENGINEERS _-- - - -- S E T ©2023 Kasberg,Patrick 8 Associates,LP murzol)10)5 17 AM APPROVED BY (��( nx� s p OF .q GEORGETOWN,TEXAS 78626 WASTEWATER LINE DEFECTS 623-651 4H SHEETS KPA Firm Registration Number F-510 %SILIFFT DATE 10o4-1oz) ` ALLTE A %awl _ L Y3 wow rte. DAdLY REPORT J;jg�qO LOcwrxor; START ^` ENO SHIFT: roru. —'--ice t+�_ 1� _ SHIFT: • ,� -LL HOURS: V I K� DATE: ! O N-3-0 6 7 S _ jY 31556 a g q I mo! /,l --- — v� u:�.�,�• � t CP,EN MEMBERS WORK PROBLEMS FOREMAP!- a OPERATOR- v tt sz- 4it)La;y i Axym r 4,57f�q LABOR Envy kagW Ym or c iI�R.CuYva_3pocs GLy hy.;�,p7k".to o.wCiw 'iizd q+ . I073 - DAILY REPORT ���� _ Z LO,AT101 . _ CLIENT. y//� STtViT Q y SNIFF: ENU s.j : R_ j] TOTAL t i � --t�_��I1�t38t6� 16 � IIB` (a3 T✓ $�5'a•8� ! I Y 1.9(68.41 sol 03 r1;1:3 i C 7•✓ �'�5313 lyre (o s I —�- �Y3a7D S' (Y 3 0 70 „� do I CRENA MEMBERS !VORK PROBLEILiS -- FOREMAH- ��li�i7i�a S" yVlrl1,Cn/1-nS OPERATOR- C/L LABOR- Enir;L•api Yes a +o ! 0—ffio*41"im 'YlS.CGIIIIrwC aAoca U•Ly(su.i bllti is��w�-I�w: - ��p+-1.. DAILY REPORT 7^C 2c, NT) /2y '� LOCATION A L LT E A M JOB: (/ G)� 108# FOREMAN r �munwri CLIFNi: �G yA �n �� SHART FNDSHIFI. �UU TOTAL HOURS / \ �` DATEZ7 1,2 sill I-A I I's I Rl %Nl Nill D0%%%SIRF%%I%III SIZE AR 'lVAI- (LEA%F'r T%FIF SETUPS REN "Ro 'RUI)S%C OHS I Rl Cl PICK t I. SFAII11)"N ENDOW' (ONINIE'lls oY v 7-0a CREW MEMBERS WORK PROBLEMS v V1 r - ZA v 5 iU A FOREMAN- GvI S- /1 v o�-t z— 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 # 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 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 daisy 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.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 OTY 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