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HomeMy WebLinkAbout058172-FP1 - Construction-Related - Contract - William J. Schultz, Inc. dba Circle C Construction (2)NN Coded 09.15.25 Department FW060-Non-PO Vendor Name: William J Schultz VendorlD:0000007744 Remit Address: PO BOX 40328 Fort Worth, TX 76140 Invoice Number 58172-FP1 Invoice Date ##//#### FIDs 30100-2060000-103389-RETAIN: $23,712.79 26021-2060000-103389-RETAIN: $225,976.80 Total $249,719.59 FORT WORTH _. Z �v,�►,. , WATER DEPARTMENT ENGINEERING AND FISCAL SERVICES NOTICE OF PROJECT COMPLETION CSC No. 58172-FP1 Regarding contract 58172 Clear Forlc Drainage Basin M-210 Sewer Improvements Part 5 as required by the Water Department as approved by City Council on 8-23-2022 through M&C 22-0650 the Director of the Water Deparhnent, upon the recommendation of the Assistant Director, Capital Projects Delivery Water Department has accepted the project as complete. Original Contract Price: $ 5,462,235.00 Amount of Approved Change Orders: $ 30,025.00 No. 3 Revised Conh�act Amount: $ 5,492,260.00 Total Cost Work Completed: Less Deductions: Liquidated Damages: Other Deductions: Total Deduction Amount: Total Cost of Work Completed Less Previous Payments: Final Payment Due: $ 249,719.59 .� ( b� ��J ��� Recoi�nded for Acceptance Assistant Dii•ector, Water Department CGt,�' ', �-�Ca,��e-� Cif/il:,A"O�/�"7��d/`�,•-�,,•,'c �noc�i;cn.nc�i Accepted Director, Water Department Ass�� �i� anager P►•oject Name: Clear Forlc Drainage Basin M-210 Sewer Improvements Part 5 CPN 103389 $ 4,994,389.79 0 Days @ $650 /Day $ 0.00 $ 0.00 $ 4,994,389.79 $ 4,744,670.20 ��ZU�2� Date 09/16/2025 Date 09/18/2025 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORTWORTHo August 15, 2025 RE: Acceptance Letter Project Name: Clear Fork Drainage Basin M-210 Sewer Improvements Part 5 Project Type: Water/Sewer Project No: 103389 Contract No: 58172 To Whom It May Concern: On December 17,2024 a final inspection was made on the subject project. There were punch list items identified at that time. The punchlist items were completed on July 31, 2025 the final inspection indicates that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The warranty period will start on July 31,2025 which is the date of the final inspection and will extend oftwo (2) years in accordance with the Contract Documents. If you have any questions concerning this letter of acceptance, please feel free to contact me at 817- 392-6054. Sincerely, bR. `� �o � � � Tony Sholola, P.E., Assistant Director, Water Department TS / Cc: Chris Harder, P.E., Director, Water Department Laura Wilson, P.E., Deputy Director, Water Department Bijay Upreti, P.E, Project Manager Water Department Wade Miller, Construction Manager, Water Department John Robinson, Inspection supervisor, Water Department Nal<ia McCain, Inspector, Water Department RJN, Consultant Circle C Construction, Contractor Fort Worth �:.� All-AmedcaCiry ���E'�'� 19G4 • 1993 • 2011 WATER DEPARTMENT THE CI'PY OF FORT WOR'fH * ZOO TEXAS S"PRGET * FORT WORTH, TCXAS %61OZ 817-392-8240 * Fnx 817-392-8195 _',� Printed on recycled paper �ORT WORTH "°°�,Z°,Z� � - - y- �����. �-� -- WATER ENGINEERING & FISCAL SERVICES FINAL STATEMENT OF CONTRACT TIME I�'INAL STAT�M�NT NO.:Final NAM� OP' PROJ�CT: Clearr Forlc Drainage Basin M-210 Sewer Improvements Part 5 PROJ�CT NO: 103389 CONTRACTOR: Circle C Coiistructioil CSC No. P�RIOD rROM,08/O1/25 TO: 08/15/25 FINAL INSP�CTION DAT�: 31-Ju1-25 WORIC ORD�R �RP'GCTIV�: 12/1/2022 CONTRACT TIMG: 530 O WD �Q CD DAY Or DAYS RGASON I'OR DAYS DAY OP' DAYS RGASON I'OR DAYS MONTH CHARGCD CRCDITGD MONTH CHARGGD CR�DIT�D DUR[NG DURING 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. i a. 15. THIS PGRIOD PR�VIOUS P�RIOD TOTALS TO DAT� *RCMARICS: 1 G. 17. 18. 19. 20. 21. 22. 23. 24. 25. 2G. 27. 28. 29. 30. 31. SAT, SUN, RAIN, TOO W�T, UTILITI�S & HOLIDAYS & TOO COLD R�LOCATIONS OTH�RS* DAYS TOTAL CHARGGD llAYS 0 0 0 0 530 530 � n��.� 8-14-2025 '' :�-�^ ��_._._ _ � � l�l� �'ti �, �,` CO�O DATE INSPECTOR DATE 4 ENGINEERING llEPARTn�fF,NT '�,��' 1'lic City of Fort Wordi • 200 Texns Street • Foct \Vordi, TL 76012-G311 , (817) 392 - �}477 • Fax (817) 392 - 8460 FORTWORTH Capital Projects Delivery, Water Department PERFORMANCE EVALUATION OF CONTRACTOR REV: 09/20/24 I) CONTRACTOR & PROJ�CT DATA N�une ofCoiUraclor Prajecl �Vume Circle C Construction Clearr Fork Drainage Basin M-210 SS Improvements Part S I f�nler Engineering /nspeclor CSC NtonGw• Nakia McCain 58172 fi�nler Engineering brspecfor P�•ojeci �b/annger � Water � Waste Water ❑ Storm Drainage Q Pavement Bijay Upreti /nitia! Conlr�cl Anroroil Projecr Diffrculty $5,462,235.00 � Simple Q Routine QQ Complex Fi,ra! Conn•act �I»rorurr Dale $5,492,260.00 8/11/2025 In P�RI'ORMANC� �VALUATION I O- Inadequate I- Deficient 2- Standard 3- Good �4 - Excellent I ELEMENT WF.,IGHT ( x) APPLiCABLE (Y / N) � 1 Submission of Documents 2 Y �2 Public Notifications 5 Y �3 Plans on Site 5 Y �4 Ficld Supcivision 15 Y �5 Work Performed 15 Y �6 Finished Product 15 Y �7 Job Site Safety 15 Y �8 Traffic Control Niaintenance 15 Y �9 Daily Clean Up 5 Y � 10 Citizen's Complaint Resolution 5 Y � I 1 Property Restoration 5 Y � 12 Aftcr Hours Responsc 5 Y � 13 Project Completion 5 Y III) CONTRACTOR'S RATING RATING (0 - 4) MAX SCORE �4 8 4 20 4 20 �l 60 4 60 4 60 �4 60 4 GO � 20 4 20 4 20 4 20 4 20 TOTAL GLGMGNT SCORE (A) BONUS POINTS (25 Maxinmm) (B) TOTAL SCOR� (TS) Maximum Score (MS) = 448 or sum of applicable element score maximums which = 448 Rnting (�1'S / NISJ * 100%) 448 % 448 = 100% Performance Category Exceilent SCORE 8 20 20 60 60 60 60 60 20 20 20 20 20 448 �tas <20% = Lradequn�e 20% to <�l0% = Deficie�t� 40% to <60% = Stn�rdard 60% to <80% = Good >80% = E,��cellent Inspectm•'s Comments (INCLUDING �\PLANATION OI' BONUS POINTS A�VARDCD) � ��/ . , ��', � � �,�,�� Signature Inspector v �� _ ��� � Signature Contractor Q'����� �-�"' � , � . �/ Signature Inspector's Supervisor %�� INSPECT02'S COMNIENI'S Capital Projects Deli��eiy, ��Uater Department The Cit}� of Fort \�/arth • 1000 Throckmorton St�eet • Fort \�/orth,'T1 7G012-G311 (817) 392 - 4477 • Fax: (817) 392 - 8�460 FORTWORTH Capital Piojects Deliveiy, Water Department CONTRACTOR'S EVALUATION OF CITY I) PROJ�CT INFORMATION Nante ofConlrncfor Circle C Construction IVnler Engineering hrspector Nakia McCain CSC NmuGer Projec( Di�ct�lty 58172 � Simple Q Routine Q Complex brrlin! Conirncf Amounl $5,462,235.00 II) P�RI'ORMANC� �VALUATION 0- Inadequate 1- Deficient 2- Standard ELEb[ENT �INSP�CTION �VALUATION � 1 Availability of Inspector �2 ICnowledge of Inspector �3 Accuracy of Measured Quantities �4 Display Of Professionalism � 5 Citizen Complaint Resolution � 6 Perfoimance - Setting up Valve Ci•e�vs, Labs � ADMINISTRATION 1 Change Order Processing Time 2 Timliness of Conh•actor Payments �3 Bid Opening to Pi•e-Con Meeting Timeframe Rsv: o�aoiaa Date: � I 1-Aug-25 Project Nmue Clearr Forlc Drainage Basin M-210 SS Improvements Part 5 Projecl ,1-/mrnger Bijay Upreti T}�pe of Co,ih•ncr Q Water � Waste Water ❑ Storm Drainage Q Pavement Fina! Co�ih•ac! Auromd — $5,492,260.00 3 - Good 4 - Excellent IRATING ELE1vtENT (0 - 4) 4 4 4 4 4 4 4 4 4 PLANS & SPECIrICATIONS 1 Accuracy of Plans to EYisting Conditions 2 Clarity & Suf6ciency of Details 3 Applicability of Specifications 4 Accuracy of Pla�i Quantities PROJ�CT MANAG�R �VALUATION 1 ICnowledge And/Or Problem Resolution 2 Availability of Project Man��r 3 Commimication 4 Resolution of Utility Conflicts RATING (0 - 4) 4 4 4 14 �4 4 4 14 III) COMM�NTS & SIGNATUR�S CONINIGNTS Nakia took over and finished this project. He did a great job wrapping things up even though he had not been there for most of it's duration. Greatly appreciated. Signat�n•e Conh�actor Signature Inspectoi• Signattu•e Inspector's Supervisor INSP�CTOR'S CONINIGNTS /��� h��-�t.� �� � 0/ � - - G...�-, � Capit�l Projects Delivery, Water Department The City� oEFort \�/ordi • 200 Tezas Sueet • Fort \�/oidi, TZ 7G012-G311 (817) 392 - 4477 • F;tx: (817) 392 - 8�IG0 PROJ�CT NAME: PROJ�CT NUMBGR: CSC NUMBGR: PIP� LAID Open Cut Open Cut Open Cut Open Cut Open Cut BOTOC FIRE HYDRANTS: 5 PIPE ABANDONED DENSITIES: N�W SERVICES: NO PIPE LAID Open Cut BOTOC Open Cut Open Cut Open Cut Open Cut BOTOC Casing/Arial PIPE ABANDON�D D�NSITI�S: N�W S�RVICES: NO FORTWORTH WATER ENGINEERING & FISCAL SERVICES PIPE REPORT FOR: Clear Fork Drainage Basin M-210 Sewer Improvements Part 5 103389 58172 SIZE 12" 12" g�� ��� 6" 12" SIZE WAT�R TYPE OF PIPE PVC DIP PVC PVC PVC DIP VALVES (16" OR LARG�R) TYPE OF PIP� IY�f.y S�WER SIZE TYPG OF PIPE 30" FRP SN-72 30" FRP Carier SN-72 12" PVC 8" PVC 6" PVC 4" PVC 30" AWWA C200 Spiral Welded SIZE TYPE OF PIPE YES LF 1,569 40 427 145 10 167 N/A LF LF LF 665 4l3 22 584 12 15 241 WAT�R ENGINLERING 8c I�ISCAI. SERVICES The City of Fort Worth • 1000 Throckmorton Street • Fort Worth, 'I� 7G012-6311 (817) 392 - 4477 • Fas: (817) 392 - 84G0 CSO No. 58172-0O3 �ORT WC�R�']k�i City of ForE Worth �� Change Orde�• Request ProJect Name:� Clear Fork Dralnage Basin M•210 Sani(ary Sevrer ImprovemeNs, Pari 5 � Cfly Sec No.; � 58172 ProJect No.(s):� 55021�07a4130 oot7Q0 � DOE No. � N/A � Cfly ProJ. No,; � 1033�9 ProJecl Descrfplion;l Waler, Sewer and Pavin� Intprovements lo Serve Clear Fork Urainac�e Basin Conlraclor.� William J. Schullz Inc. dba Circlo C ConsUuclion � Chanc�e Ordertl �� Clly Projecl Mpr,� Llam Conlon � Cily Inspeclor; � Joitn Robinson Phone Number:� U17-392-6024 � Phone Number:� 017•U79•901U Dept, Origlnal Conlracl Amount Exlras to Dale Credlls to Dale Pending Change Orders (In M&C Process) Coniracl Cosl lo Date �Amount of Chanpe Order Revised Conlracl Amounl Orlglnal Funds Available for Change Orders Remalninc� Funds Availa6le for Ihis CO Addllional Funding (I(necessary) Water $1,51A,G20,U0 5�0;00. 572,��7.50 $1,4A2�U32,50 •�38 �60,00 $1, O�,G02;50 $7b,731.00 ^�75;731.Ob Sewer Pavfng $3,495,440,00 $452,175.00 $27,412.50 $54,025,00 � $3,522�852,50 � $507I 000:00 •�14132,60 � �721867,60 $�; ��,220.OU �� $_79,85Z��1 $174,772,00 I $45,218,b0 $�147;359.�0 � $0;00 I Dale � 1/7/2025 � � � Totals $5,462,236,60 $A2,237,50 572,607,60 $6 `471,a86,00 $2b,376,00 $6;Afl2,280;00 �285,721.00 $223,090,50 CHANGE ORD�'RS to DATE (lNCLUDING THIS ONE) AS % OF ORIGlNAL CONTRACT � 0.65% MAXALLOWA6IECONTRACiAMOUNT(ORlOINALCON)'RAC1'COST+25%) $6,827,793,76 Contract Time (Calonder days) 40D 030 430 �d� 100 53D � JUSTI6ICATION;(f�EASONS),POR CHAN(3['QRDGR Change Order No. � provides for the following that are necessary on the project: y • Repalr of a slnk hole that developed on Mocl<Ingbird Lane, • Permanent pavement repair consistin� of II-lncli 227 and 3-inch HMAC due to refnforced concrete subbase that was encountered on Mockingb(rd Lane, • Milling on Mockingbird Lane subsequent to permanent paving repair. � Additional Cem-Llme on the project, Staff concurs with the contractor's request for 100 additional calendar days on the proJect. II Is underslootl and agreed Ihal Ihe acceplance o(Ihis Change Order by Ihe conlractor conslilules an aceord antl saUsfaclion and represenls paymenl in full (bolh lime end money) (or all cosls ar(sfng oul of, or incidenlal lo, Ihe above Citange Order. Gonlraulnr�fi Gomps�nY N�lnv Gblilraplor�Nnnl� rCotll�z¢tor S(pntllure Dplo Wllliam J. Schullz Inc, dba Circle C ConsWc�an Tef( Skelly ��� � S'�„� /�` /— 7.- Z S� "-\ � dns�ieclor � � �Ualo� ;�� PialeUl�Ma iCi��t � , � la � ;�� ,�4� � �- �_ z � �i���,�� -��-.��.����'u��.,� � � ��'�,� � � I A63IdItlhbUlreitlor (WAlar do��l} ��1�, clont)I�I'clipp Supei�/�r (Wal i Dopl) � p�ta i � i��''I f '� � � 7' S • 01 /08/2025 : %� ,� � t �i� ,1 / / ' �" ;;11-- ���h S a Y eiqu �{�� i���;I�Y� e i ii'ioY ,� � �alv i�a �ie n L Ij'•h1��poi l)Ale � 01 /08/2025 ���/•%-�-�, ���,��. �,�,� �,,, . �,-.�,�,. _�� �1/10/2Q25 i, ,, � ,, ,_ Lnw�nll�Acllon{If ReqUliud) � M&C Number � NIA � M&C pateApproved � N/A � ���-�� �7�7Q-y�-g-� City of F'ort Worth �YR>�---~ '`-- Change Order Additions ProJecl Namo � Clear Fork Drainage Basin M-210 Sanilary Sewer Improvements, Parl 5 PraJect No.(s}: � 55021-0700430•001740 � DOE No,� N/A ProJect I Nratcr, Sewer and Pavinc� Improvemenls lo Serve Clear Fork Drainage Basin Qescriplion I Qly Unit 1.00 EA �113.00 CY 525,00 LF 1,00 EA 1,610.00 SY 97.00 TN 175,0� LF Conlractor � William J. Schuliz Inc, dba Circle C Conslruclion �Change Order;r_� Date: � 117I2025 � Cily ProJect Mgr. � Lfam Conlon , Cily Inspeclor � John Robinson ! ADDITIONS I I LM ' 79 80 26 27 2a 2�J 67 ut�s�ttir � wry Sinkhole Repair wilh Flowable Backfill Addilional Unclassified Excavation on Simondale Drive 6" Wide Pem�anenf Road Repair (8" of 227 and 3" of HMAC) Remobilizalion for Paving 3" Milling on Mockingbird Lane Additional Cem-Lime @ 32 LbsISY 6" Wide Permanent Roatl f2epa(r (4" of 227 and 3" of HMAC) DEPT Sswer Sewer Paving IPaving �Paving Paving IWaler I I I I I I I I I I I I I I I I � i i i i i i Page 1 of 1 � City Sec Na; � 50172 � Cily f'roj. No,; � 103309 7 Unit Cost ��o,00n.on $47.50 $95.00 $7,500.00 $14,25 $525,00 $95,00 I I I I I I I i I I I I I I I I I I I I I I wator Sewer Paving Addillons Sub Tolal � Total $10,000.00 $5,367,50 $49,a75,00 $7,500.00 $22,942,50 $50,925.00 $16,625.00 s�s,�2�.00 $15,3G7.50 $131,2A?..50 S1G3,7.35,00 ���-� ��.�.� Gity of Fprt Worth �""'�— Change Order Deletions Project Name ( Clear Fork Drainage Basin M•210 Sanilary Sewer Improvements, Par15 � City Sec No.: � 50172 Projeci No.(s): � 55021 •0700430•001700 f DOE No. � N/A � Cily Proj, No,: ( 103309 Pro�ect Descriplion � Waler, Sewet and Paving lmprovemenls to Serve Clear Fork Drainage Basin � Conlractor � Wliliam J, Schullz Inc. dba Circle C Conslruction � Chanc�e Order: � Date � 1/7I2025 I Cify ProJect Mgr, � Llam Conlon � City Inspector. � John Robinson � o���raotvs . . _ __ _ __ _ _ _ _ � ____ _ . _ --- - - — __._ IiEM D�SCRIPTION DEPT r qty Unit Unit Cost Tqtai _ _ _.__ I - .-- _ .� .. `, 5�2" Water Pipe for Blow•of( Assembly, by Open Cut Waler 130.00 �F � $55,00 $7,150,(Kl 13 �2" Blow off Valve Assembly �Wal�r ( 3.00 EA ( $10,500.00 $31,500,00 34 �5" Concrete Driveway �Waler � q�5,00�SF � $25.Q0 $10,375,00 53 �Removal o( Cem-l.hne Stabalizelion @ 32 LbsISY (Mockingbird lane) �Water ( 17AD�TN � $350.00 $5,�J50.00 11 �6.0' Dia. Std. MH, 0'-�' �eep jSewer � 1.00�EA � $22,5(10.00 $22,5QOA0 45 �Removai of Cem•Lfine Stabalizatbn @ 32 Lbs/SY (Sirnondale Qrivej jSewer � 3,OO�TN � $350,00 �1,050A0 60 �Remova) of Cem•Llme Slaballzalion @ 32 !bslSY (Mockingbird Lane) �Sewet � �7,00�7N � $350,00 $5,fl50.00 23 �Paving ConslrucllonAllowance �Paviny � 0,93G7�EA $5p,opp,qp $46,U35.00 11 �Removal of Cem-Lfine Stabalizalion @ 32 Lbs/SY (Mockingbird Couri) jPaving 33.00�'�N � $350.00 �11,550.00 � � I � ( � I I I I � i I I I � i + � I I I I � � I 1 � I I I I I I I I I I I I I I I I � i I i ! I I I l � I I l I I I I I I I f i f � I I I I I I ! i I ) I � I I I I I I I I f f � I I ► I I l -- _ _ I_ _ _ _ __.I____ _ _______ _ I__--- water Sewer f'aving Page 1 of 1 Delellons Sub Total $54,�J'l5.OQ $?.�J,500.60 S5f3,305.00 S142,060.�0 MIWBE �reakdown for this Change Order q _______ ___----_._ ___ _ _.... _. _� _.__ MWBE Sub 'fype of Service � Amount for this CO ___ _ _. _ .. _ ---_ ___ _ —__._ Tota( $0.00 Previous Change Orders _ _ __ _ _ _----- - _ ... . _ ., . a _ co# pAT� �� AMQUNT _ -- - _ .---�.� _ _— -- _..._.._ .. _.._. ____... Total ( $0.00 Page 1 of 1 01/7/2025 Clear Fork Force Drainage Basin M-210 Sewer Improvements, Part 5 CSC: 58172 CPN:103389 Change Order 3 Notes Staff has reviewed the requested amounts and days and considers them to be fair and reasonable. �Item # �Description UoM Org QTY Unit Cost �Unit 1.001 3311.0461 12" PVC Water Pipe, by Open Cut LF 1,436.00 $ 150.00 � Unit 1.002 3311.0461 12" DIP Water Pipe, by Open Cut LF 211.00 $ 160.00 � Unit 1.003 3311.0461 8" Water Pipe, bv Open Cut LF 427.00 $ 130.00 Unit 1.004 3311.0141 6" Water Pipe, bV Open Cut (LF 166.00 $ 120.00 3311.0041 2" Water Pipe for Blow-off Assembly, by Unit 1.005 Open Cut LF 130.00 $ 55.00 (Unit 1.006 3311A251 8" Ductile Iron Pipe, bv Open Cut LF 10.00 $ 130.00 3305.1104 24" Steel Casing Pipe BOTOC (Box Culvert & Unit 1.007 Bridqe Crossinqs) LF 147.00 $ 900.00 3311.0461 12" DIP Water Carrier Pipe, by Insertion Unit 1.008 throuqh Steel Casinq Pipe LF 147.00 $ 160.00 �Unit 1.009 3312.3005 12" Gate Valve & Box IEA 8.00 $ 3,800.00 (Unit 1.010 3312.3003 8" Gate Valve & Box IEA 2.00 $ 2,200.00 IUnit 1.011 3312.3002 6" Gate Valve & Box IEA 7.00 $ 1,500.00 � Unit 1.012 3312.1002 2" Air Valve Assembiy (EA 1.00 $ 8,500.00 � Unit 1.013 �3312.6001 2" Biow Off Valve Assembly EA 3.00 $ 10,500.00 �Unit 1.014 3312.0001 Standard Fire HydrantAssembly EA 6.00 $ 4,800.00 �Unit 1.015 241.151 Remove Existinq Fire HVdrantAssembly IEA 1.00 $ 1,200.00 �Unit 1.016 3311.0001 Ductile Iron Fittinqs ITon 3.50 $ 14,000.00 �Unit 1.017 3305.0109 Trench SafeN �LF 2,380.00 $ 1.00 � Unit 1.018 3125.0101 Storm Water Pollution Prevention Plan I LS 1.00 $ 8,500.00 Unit 1.019 171.010� Construction Staking � LS 1.00 $ 8,500.00 Unit 1.020 171.0102 As-Built Redline SurveV I LS ( 1.00 $ 8,500.00 �Unit 1.021 3471.0001 Traffic Control Plan �MO � 12.00 $ 5,500.00 Unit 1.022 3304.0101 2" Temporary Water Service �LS � 1.00 $ 50,000.00 241.1016 Remove 20" Water Line (M-210R Interceptor crossing at Hartwood Intersecton) and Ex. 16" Meter Unit 1.023 Vauit LS 1.00 $ 15,000.00 $ 241.1001 Abandonment-In-Place of Existing 16" and 20" Unit 1.024 Water Pipe �F 635.00 $ 35.00 $ 9999 Modification to Existing 6" Irrigation Meter at Golf Course (including installing new meter and vault in the Street, and new 6" RPZA with Hot Box, and all related Unit 1.025 appurtenances) LS 1.00 $ 65,000.00 $ 9999 Install 2" Meter and 2" Double Check Valve with 2" Unit 1.026 RPZA with Hot Box and ail related appuRenances LS 1.00 $ 25,000.00 $ Unit 1.027 9999 2" RPZA (Temp Waterline and irripation meters) EA 2.00 $ 15,000.00 $ 9999 4" Service Assembiy for Flushing Existing M-210 DS of Ex. Siphon (Including vaive, HDPE pipe, grouting, Unit 1.028 RPZ, and ali related appurtenances) LS 1.00 $ 35.000.00 $ �Unit 1.029 3312.2201 2" WaterService. Meter Reconnection EA � 2.00 �$ 3,500.00 $ Unit 1.030 3312.2101 1 1/2" Water Service, Meter Reconnection EA 7.00 $ 3,000.00 $ � Unit 1.031 �33122001 1" Water Service, Meter Reconnection EA � 6.00 �$ 2,500.00 I$ 9999 2" Private Service Pipe Relocation, including Unit 1.032 cleanouts LF 40.00 $ 85.00 $ Unit 1.033 13312.0106 Reconnect to Existinq 16" Water Main EA I 1.00 �$ 5,500.00 I$ Unit 1.034 �3213.04 5" Concrete Driveway SF � 415.00 I$ 25.00 �$ Unit 1.035 9999 Full Panel Concrete Replacement (Hartwood Dr.) SY 210.00 $ 125.00 $ U�it 1.036 3217.0305 Stop Bars Paveme�t Markinqs Hartwood Dc LF 15.00 $ 85.00 $ Org Contract $ 215,400.00 $ 33,760.00 $ 55,510.00 $ 19,920.00 $ 7,150.00 $ 1,300.00 $ 132,300.00 $ 23,520.00 $ 30,400.00 $ 4,400.00 $ 10,500.00 $ 8,500.00 $ 31,500.00 $ 28,800.00 $ 1,200.00 $ 49,000.00 $ 2,380.00 $ 8,500.00 $ 8,500.00 $ 8,500.00 � 66,000.00 $ 50,000.00 Rev Qty 1,436.00 211.00 427.00 166.00 10.00 147.00 147.00 8.00 2.00 7.00 1.00 6.00 1.00 3.50 2,380.00 1.00 1.00 1.00 12.00 1.00 Rev Contract $ 215,400.00 $ 33,760.00 $ 55,510.00 $ 19,920.00 $ - $ 1,300.00 $ 132,300.00 $ 23,520.00 $ 30,400.00 $ 4,400.00 $ 10,500.00 $ 8,500.00 $ - $ 28,800.00 $ 1,200.00 $ 49,000.00 $ 2,380.00 $ 8,500.00 $ 8,500.00 $ 8,500.00 $ 66,000.00 $ 50,000.00 15,000.00 I 1.00 I$ 15,000.00 22,225.00 635.00 $ 22,225.00 65,000.00 - $ - 25,000.00 � 1.00 I$ 25,000.00 30,000.00 2.00 $ 30,000.00 35,000.00 I - I $ 7,000.00 � 2.00 I $ 21,000.00 7.00 $ 15,000.00 � 6.00 � $ 3,400.00 40.00 $ 5,500.00 � 1.00 � $ 10,375.00 � - � $ 26,250.00 210.00 $ 1,275.00 15.00 I $ 7,000.00 21, 000.00 15,000.00 3,400.00 5,500.00 26,250.00 1,275.00 Final QTY Work Completed Retainage Total Paid 1,569.00 $ 235,350.00 $ 11,767.50 $ 223,582.50 40.00 $ 6,400.00 $ 320.00 $ 6,080.00 427.00 $ 55,510.00 $ 2,775.50 $ 52,734.50 145.00 $ 17,400.00 $ 870.00 $ 16,530.00 - $ - $ - $ - 10.00 $ 1,300.00 $ 65.00 $ 1,235.00 167.00 $ 150,300.00 $ 7,5'15.00 $ 142,785.00 167.00 $ 26,720.00 $ 1,336.00 $ 25,384.00 6.00 $ 22,800.00 $ 1,140.00 $ 21,660.00 1.00 $ 2,200.00 $ 110.00 $ 2,090.00 6.00 $ 9,000.00 $ 450.00 $ 8,550.00 1.00 $ 8,500.00 $ 425.00 $ 8,075.00 - $ - $ - $ - 5.00 $ 24,000.00 $ 1,200.00 $ 22,800.00 2.00 $ 2,400.00 $ 120.00 $ 2,280.00 3.50 $ 49,000.00 $ 2,450.00 $ 46,550.00 2,380.00 $ 2,380.00 $ 119.00 $ 2,261.00 1.10 $ 9,350.00 $ 467.50 $ 8,882.50 1.00 $ 8,500.00 $ 425.00 $ 8,075.00 1.00 $ 8,500.00 $ 425.00 $ 8,075.00 13.00 $ 71,500.00 $ 3,575.00 $ 67,925.00 1.00 $ 50,000.00 $ 2,500.00 $ 47,500.00 1.00 $ 635.00 $ - $ - $ - $ - $ 2.00 $ 7.00 $ 6.00 $ 40.00 $ 1.00 $ - $ 251.83 $ 15.00 $ 15,000.00 $ 750.00 $ 14,250.00 22,225.00 $ 1,111.25 $ 21,113.75 - $ - $ - $ - $ - $ - $ - $ 7,000.00 $ 21,000.00 $ 15,000.00 $ 3,400.00 $ 5,500.00 $ - $ 31,478.75 $ 1,275.00 $ - $ 350.00 $ 1,050.00 $ 750.00 $ 170.00 $ 275.00 $ - $ 1,573.94 $ 63.75 $ 6,650.00 'I 9,950.00 14,250.00 3,230.00 5,225.00 29.904.81 1,211.25 Item # Description UoM Org QTY Unit Cost Org Contract Rev Qty Rev Contract Final QTY Work Completed Retainage Totai Paid 9999 Electrical Service Drop for Permanent RPZA's (2" and 6" units); Panel Connections; Handhold; 2" power conduit (100 LF) installed; and installation of heater u�its Unit 1.037 in hot boxes LS 3201.0112 Temporary Asphalt Paving Repair (2" HMAC and 8" Flexbase) Mockingbird and Mockingbird Ct. - 5 ft Unit 1.038 wide LF 3201.0301 Pavement Repair (Temp. Asphalt) - 2" Extra Unit 1.039 Width for Bore and Tunnel Pits SY 3312.4211 24"x12" Tapping Sleeve and 12" Gate Valve Unit 1.040 (Connection to existinq 24" WL on Simondale) EA 3201.0112 Temporary Asphalt Paving Repair (2" HMAC Unit 1.041 and 8" Flexbase) Simondale - 5 ft wide LF 3201.0301 Pavement Repair (Temp.Asphalt) - Unit 1.042 Simondale 2" Extra Width for Bore and Tunnel Pits SY Unit 1.043 9999 Utility Adiustment (Irriqation) (25/25/501 LS Unit 1.044 241.13 Remove Concrete Curb and Gutter (25/25/50) LF 3216.0102 7" Conc Curb and Gutter (match existing) Unit 1.045 (25/25/50) LF Unit 1.046 241.0401 Remove Concrete Drive (25/25/50) SF U�it 1.047 3213.0401 6" Concrete Drivewav (25/25/50) SF Unit 1.048 241.01 Remove Sidewalk (25/25/50) SF 3213.0311 4" Conc Sidewalk, Adjacent to Curb Unit 1.049 (25/25/50) SF Unit 1.050 241.14 Remove Concrete ValleV Gutter (25/25/50) SY Unit 1.051 3216.0302 7" Conc Vallev Gutter, Residential (25/25/50) SY Unit 1.052 241.17 11" Pavement Pulverization (25/25/50) SY Unit 1.053 3211.33 Cem-Lime Stabilization (a� 32Lbs/SY (25/25/50) TN Unit 1.054 3123.0101 Unclassified Excavation bv Plan (25/25/50) CY U�it 1.055 3212.0303 3" Asphalt Pvmt Tvpe D(25/25/50) SY 3305.0111 Valve Box Adjustment with Concrete Collar Unit 1.056 (25/25/50) Eq 3305.0107 Manhole Adjustment, Minor With Concrete Unit 1.057 Collar (25/25/50) Ep, 3346.0008 4" Pipe Underdrain, Type 8(Roof Drain Curb Unit 1.058 Opening) (25/25/50) LF Unit 1.059 3217.5001 Curb Address Paintinq(25/25/50) EA Unit 1.060 3291.01 Topsoil (25/25/50) CY Unit 1.061 3292.01 Block Sod Replacement (25/25/50) SY Unit 1.062 3305.011 Utilitv Markers LS Unit 1.063 9999.002 Remove and Replace Inlet Top (25/25/50) EA Unit 1.064 * 9999.0004 Water Construction Aliowance Removal & Replacement of Shrubs & Grass along Unit 1.065 Colonial Parkway adiacent to Goif Club 25/25/50 CO#2 LS Unit 1.066 Guard Rail Repair & Installation 25/25/50 CO#2 LS 6" Wide PErmanent Road Repair (8" of 227 and 3" of Unit 1.067 HMAC) CO3 LF Additional Cem-Lime @32 Lbs/SY CO3 (25/25/50) Unit 1.071 (Pavinq item 29) TN Unit 2.001 3331.4408 30" FRP (SN-72 or SN 115) bV Open Cut LF 1.00 $ 65,000.00 $ 65,000.00 1.00 $ 65,000.00 2.000.00 $ 30.00 $ 140.00 $ 30.00 $ 1.00 $ 10,500.00 $ 40.00 $ 35.00 $ 23.00 $ 35.00 $ 1.00 $ 5,500.00 � 820.00 $ 10.00 $ 990.00 $ 40.00 $ 625.00 $ 'I0.00 $ 625.00 $ 25.00 $ 250.00 $ 10.00 $ 250.00 $ 25.00 $ 15.00 $ 15.00 $ 15.00 $ 40.00 $ 1,925.00 $ 15.00 $ 17.00 $ 350.00 $ 65.00 $ 35.00 $ 1,925.00 $ 28.00 $ 1.00 $ 1,500.00 $ 1.00 $ 4,500.00 $ 50.00 $ 125.00 $ 64.00 $ 50.00 $ 25.00 $ 50.00 $ 320.00 $ 10.00 $ 1.00 $ 2,500.00 $ 1.00 $ 5,500.00 $ $ 60,000.00 2,000.00 $ 4,200.00 140.00 $ 10,500.00 1.00 $ 1.400.00 40.00 $ 805.00 23.00 $ 5,500.00 1.00 $ 8,200.00 820.00 $ 39,600.00 990.00 $ 6,250.00 625.00 $ 15,625.00 625.00 $ 2,500.00 250.00 $ 6.250.00 250.00 $ 225.00 15.00 $ 600.00 15.00 $ 28,875.00 1,925.00 $ 5,950.00 - $ 2,275.00 65.00 $ 53.900.00 1,925.00 $ 1,500.00 1.00 $ 4,500.00 1.00 $ 6,250.00 50.00 $ 3,200.00 64.00 $ 1,250.00 25.00 $ 3,200.00 320.00 $ 2,500.00 1.00 $ 5,500.00 1.00 $ 90,000.00 #DIV/0! $ - $ 105,200.00 $ - - $ 4,450.00 $ - - $ 95.00 $ - - � 525.00 $ - 655.00 $ 950.00 $ 622,250.00 60.000.00 4,200.00 10,500.00 1,400.00 805.00 5,500.00 8,200.00 39,600.00 6,250.00 15,625.00 2, 500.00 6,250.00 225.00 600.00 28, 875.00 2,275.00 53,900.00 1.500.00 4, 500.00 6,250.00 3,200.00 1, 250.00 3,200.00 2,500.00 5,500.00 90,000.00 0.25 $ 26,300.00 0.25 $ 1,112.50 175.00 $ 16,625.00 39.00 $ 20,475.00 655.00 $ 622,250.00 - $ 2,075.�0 $ 140.00 $ 1.00 $ 40.00 $ 23.00 $ 0.78 $ 687.13 $ 687.13 $ 273.13 $ 273.13 $ 369.50_ $ 369.50 $ 11.50 $ 11.50 $ 1,400.55 $ - $ 25.75 $ 1,676.80 $ 1.00 $ 1.00 $ 50.00 $ 13.00 $ 25.00 $ - $ - $ 1.00 $ #DIV/0! $ - $ - $ 62,250.00 $ 3,112.50 $ 4,200.00 $ 210.00 $ 10,500.00 $ 525.00 $ 1,400.00 $ 70.00 $ 805.00 $ 40.25 $ 4,262.50 $ 213.13 $ 6,871.25 $ 343.56 $ 27,485.00 $ 1,374.25 $ 2,731.30 $ 136.57 $ 6,828.25 $ 341.42 $ 3,695.00 $ 184.75 $ 9,237.50 $ 461.88 $ 172.50 $ 8.63 $ 460.00 $ 23.00 $ 21,008.25 $ 1,050.42 $ - $ - $ 901.25 $ 45.06 $ 46,950.40 $ 2,347.52 $ 1.500.00 $ 75.00 $ 4,500.00 $ 225.00 $ 6,250.00 $ 312.50 $ 650.00 $ 32.50 $ 1,250.00 $ 62.50 $ - $ - $ - $ - $ 5,500.00 $ 275.00 $ - $ - $ 59,137.50 3,990.00 9, 975.00 1, 330.00 764.75 4,049.37 6, 527.69 26,110.75 2,594.73 6,486.83 3,510.25 8,775.62 163.87 437.00 19.957.83 856.19 44,602.88 1,425.00 4,275.00 5,937.50 617.50 1,187.50 5,225.00 0.25 $ 26,300.00 $ 1,315.00 $ 24,985.00 0.25 $ 1,112.50 $ 55.63 $ 1,056.87 175.00 $ 16,625.00 $ 831.25 $ 15,793.75 39.00 $ 20,475.00 $ 1,023.75 $ 19,45125 665.00 $ 631,750.00 $ 31,587.50 $ 600,162.50 I �tem # Unit 2.002 Unit 2.003 Unit 2.004 Unit 2.D05 Unit 2.006 Unit 2.007 � U n it 2.008 Description UoM I Org QTY 3305.1008 54° Casinq Pipe by Other than Ope� Cut LF 3331.4408 30" FRP (SN-72 or SN 115) Carrier Sewer Pipe Instailed in Tunnel LF 3311.0764 30" Spiral Weided Steel AWWA C200 Water Pipe (Welded Joints) �F 3305.3002 12" Dia. SS Pipe bV Open Cut ILF 3331.4115 8" Dia. SS Pipe bV Open Cut ILF 3331.4108 6" Dia. SS Pipe bv Oqen Cut ILF 3331.4101 4" Dia. SS Pipe by Open Cut ILF 9999 Existi�g 4" Gas Exploration Pothole/Excavation per Unit 2.009 pian details at Simondale/Mockinqbird Intersection LS 9999 Existing 4" Gas Pipeline Adjustment per plan details for 30" SS Interceptor Conflict Resolution during Unit 2.010 Construction LS � Unit 2.011 3339.1201 6.0' Dia. Std. MH, 0'-6' Deep EA � � Unit 2.012 3339.1203 6.0' Dia. Std. MH, Extra Depth VF IUnit 2.013 3339.1102 6.0' Dia. Drop MH, 0'-6' Deep IEA �Unit2.014 3339.��03 6.0'Dia.DropMH,ExtraDepth �VF IUnit 2.015 3339.1101 5.0' Dia. Drop MH, 0'-6' Deep IEA �Unit 2.016 3339.1103 5.0' Dia. Drop MH, Extra Depth IVF � Unit 2.017 �3339.1101 5.0' Dia. Std. MH, 0'-6' Deep I EA � Unit 2.018 3339.1103 5.0' Dia. Std. MH, Extra Depth I VF ( Unit 2.019 3339.1001 4.0' Dia. Std. MH, 0'-6' Deep I EA I �Unit2.020 3339.1003 4.0' Dia. Std. MH, Extra Depth IVF � I Unit 2.021 3339.1002 4.0' Dia. Std. Drop MH, 0'-6' Deep I EA �Unit2.022 3339.1003 4.0' Dia. Std. MH, Extra Depth IVF � Unit 2.023 9999 Rehab Ex. 4' Manhole with Protective Coatinq I LS � Unit 2.024 9999 Protective Coatinq for Structures I SF 9999 Hartwood Sewer Aerial Crossing Support Structure (4 - 48-inch Concrete piers drilled 5-ft min. into bedrock (Aerial Anchor Blocks) Treated Galvanized Steel Pipe Unit 2.025 Straps) LS � Unit 2.026 241.5001 Abandon Manhole EA � � Unit 2.027 241.2001 Abandon Ex. 21" M-64 & M-180 CY 241.2001 Abandon Ex. 33" pipelines in Mockingbird area Unit 2.028 (qrout in place) CY 241.2001 Abandon Ex. 15" pipelines in Mockingbird area Unit 2.029 (qrout in place) CY � Unit 2.030 3331.3101 4" Sewer Service I EA � 3331.3105 4" Private Sewer Service (3701 Mockingbird Unit 2.031 Ln.) LF �Unit2.032 I3305.0207 SelectBackfill �CY � �Unit2.033 �3123.0101 MisceilaneousExcavation ICY � 3201.015 Temporary Asphalt Paving Repair (2" HMAC and 8" Flexbase) Mockingbird and Mockingbird Ct. - 5 ft Unit 2.034 wide LF 3201.015 Temporary Asphait Paving Repair (2" HMAC Unit 2.035 and 8" Flexbase) Mockinqbird Dr. - 10 ft wide LF 3201.015 Temporary Asphalt Paving Repair - 2" Extra Unit Cost � Org Contract � Rev Qty � Rev Contract � Final QTY � Work Completed Retainage Total Paid 403.00 $ 1,100.00 �$ 443,300.00 � 403.00 $ 450.00 $ 181,350.00 241.00 $ 2,000.00 $ 482,000.00 22.00 $ 200.00 I$ 4,400.00 I 556.00 $ 125.00 �$ 69,500.00 � 12.00 $ 125.00 I $ 1,500.00 15.00 $ 125.00 � $ 1,875.00 1.00 $ 20,000.00 $ 20.000.00 1.00 2.00 24.00 2.00 28.00 1.00 10.00 4.00 34.00 2.00 2.00 2.00 18.00 2.00 1, 837.00 35.000.00 $ 22,500.00 $ 350.00 $ 25,000.00 $ 350.00 � $ 22,500.00 I $ 350.00 I $ 20,000.00 I $ 350.00 � $ 8,500.00 I $ 250.00 � $ 9,500.00 I $ 250.00 I $ 5,500.00 � $ 30.00 $ 403.00 I $ 443,300.00 I 403.00 $ 181,350.00 241.00 � 482,000.00 22.00 � $ 4,400.00 I 556.00 I $ 69,500.00 � 12.00 � $ 1,500.00 � 15.00 � $ 1,875.00 � 1.00 � $ 20,000.00 35,000.001 1.00 $ 45,000.00 � 1.00 $ 8,400.001 24.00 $ 50,000.00 I 2.00 $ 9,800.00 � 28.00 $ 22,500.00 � 1.00 $ 3,500.00 � 10.00 $ 80,000.00 I 4.00 � $ 11,900.00 � 34.00 � $ 17,000.00 I 2.00 � $ 500.00 2.00 I $ 19,000.00 2.00 � $ 4,500.00 � 18.00 $ 11,000.001 2.00 $ 55,110.00 I 1,837.00 � $ 1.00 I$ 550,000.00 I$ 550,000.00 1.00 �$ 1,200.00 �$ 1,200.00 150.00 �$ 200.00 I$ 30,000.00 105.00 $ 20�.00 $ 21,000.00 � 10.00 $ 200.00 $ 2,000.00 a.00 I $ �,aoo.00 $ �Z,000.00 I 96.00 $ 85.00 $ 8,160.00 200.0o I$ so.00 I� s,000.00 I zoo.00 I$ a5.00 I$ �7,000.0o I 35,000.00 22,500.00 8,400.00 50,000.00 9, 800.00 22,500.00 3,500.00 80,000.00 11, 900.00 17,OOb.00 500.00 19, 000.00 4, 500.00 11, 000.00 55,110.00 1.00 � $ 550,000.00 I 1.00 � $ 1,200.00 � 150.00 � $ 30,000.00 � 105.00 $ 21,000.00 10.00 $ 2,000.00 a.00 I $ �2,000.0o I 96.00 $ 8,160.00 200.0o I � s,000.00 I 200.0o I $ »,000.00 I 510.00 �$ 30.00 I$ 15,300.00 I 510.00 �$ 15,300.00 606.00 $ 65.00 $ 39,390.00 606.00 $ 39,390.00 Unit 2.036 Width for Bore and Tunnel Pits SY 800.00 $ 65.00 I$ 52,000.00 I Unit 2.037 3213.04 5" Drivewav R�air ISF 900.00 $ 25.00 $ 22,500.00 �Unit2.038 3292.04 Seedinq/Soddinq ISY � 1,500.00 $ 15.00 $ 22,500.00 IUnit2.039 3471.0001 TrafficControl Plan ILS I 1.00 I$ 5,500.00 $ 5,500.00 �Unit2.040 3125.0101 SWPPP ILS � 1.00 I$ 8,50D.00 $ 8,500.00 � Unit 2.041 3305.0109 Trench Safety I LF � 1,487.00 I$ 5.00 $ 7,435.00 800.00 I $ 52,000.00 900.00 $ 22,500.00 1,500.00 � $ 22,500.00 � 1.00 I $ 5,500.00 � 1.00 I $ 8,500.00 I 1,487.00 � $ 7,435.00 � 413.00 $ 454.300.00 $ 22,715.00 $ 431,585.00 403.00 $ 181,350.00 $ 9,067.50 $ 172,282.50 241.00 $ 482,000.00 $ 24,100.00 $ 457,900.00 22.00 I$ 4,400.00 $ 220.00 $ 4,180.00 584.00 �$ 73,000.00 $ 3,650.00 $ 69,350.00 12.00 �$ 1,500.00 $ 75.00 $ 1,425.00 15.00 �$ 1,875.00 $ 93.75 $ 1,781.25 1.00 $ 20,000.00 $ 1,000.00 $ 19,000.00 1.00 $ 1.00 $ 18.56 $ 1.00 $ 14.50 $ 1.00 $ 10.35 $ 4.00 $ 23.87 $ 2.00 � $ 2.00 � $ 2.00 $ 18.00 $ 2.00 $ 1,837.00 $ 35,000.00 $ 1.750.00 $ 22,500.00 $ 1,125.00 $ 6,496.00 $ 324.80 $ 25,000.00 $ 1,250.00 $ 5,075.00 $ 253.75 $ 22,500.00 $ 1,125.00 $ 3,622.50 $ 181.13 $ 80,000.00 $ 4,000.00 $ 8,354.50 $ 417.73 $ 17,000.00 $ 850.00 $ 500.00 $ 25.00 $ 19,000.00 $ 950.00 $ 4,500.00 $ 225.00 $ 11,000.00 $ 550.00 $ 55,110.00 $ 2,755.50 $ 33,250.00 21, 375.00 6,171.20 23,750.00 4, 821.25 21, 375.00 3,441.37 76,000.00 7,936.77 16,150.00 475.00 18.050.00 4,275.00 10,450.00 52,354.50 1.00 $ 550,000.00 $ 27,500.00 $ 522,500.00 1.00 $ 1,200.00 $ 60.00 $ 1,140.00 150.00 �$ 30,000.00 $ 1,500.00 $ 28,500.00 105.00 I $ 25.00 $ �.00 I $ 96.00 $ - $ - $ 510.00 $ 606.00 $ 800.00 $ $ 550.00 $ 1.50 � $ 1.00 � $ 1,487.00 � $ 21,000.00 $ 1,050.00 $ 19,950.00 5,000.00 $ 250.00 $ 4.750.00 10,500.00 $ 525.00 $ 9,975.00 8,160.00 $ 408.00 $ 7,752.00 - $ - � - - $ - $ - 15,300.00 $ 765.00 $ 14,535.00 39,390.00 $ 1,969.50 $ 37,420.50 52,000.00 $ 2,600.00 $ 49,400.00 - $ - $ - 8,250.00 $ 412.50 $ 7,837.50 8,250.00 $ 412.50 $ 7,837.50 8,500.00 $ 425.00 $ 8,075.00 7,435.00 $ 371.75 $ 7,06325 �Item # Description UoM �Unit2.042 3303.0001 BypassPumpinp/FlowDiversion LS �Unit2.043 9999 Existinq WaterlineAdiustment(s) EA 241.17 11-Inch Pavement Pulverization Simondale Unit 2.044 Intersection SY 3211.33 Cem-Lime Stabilization @ 32Lbs/SY Unit 2.045 (Simondale) TN Unit 2.046 3123.0101 Unclassified Excavation by Pian (Simondale) CY � Unit 2.047 �3212.0303 3" Asphalt Pvmt TvPe D(Simondale) SY 3201.015 Temporary Asphalt Paving Repair (2" HMAC Org QTY 1.00 1.00 300.00 3.00 10.00 300.00 Unit 2.048 and 8" Flexbase) Simondale - 10 ft wide LF 25.00 $ 3201.0301 Temporary Asphalt Paving Repair - Unit 2.049 Simondale 2" Extra Width SY 15.00 $ �Unit2.050 �9999 UtilityAdjustment(Irriqation)(25/25/50) ILS 1.00 $ Unit 2.051 241.13 Remove Concrete Curb and Gutter (25/25/50) LF 820.00 $ 3216.0101 7" Conc Curb and Gutter (match existing) Unit 2.052 (25/25/50) LF 990.00 $ (Unit2.053 �241.0401 Remove Concrete Drive (25/25/50) �SF ( 625.00 $ (Unit 2.054 13213.0401 6" Concrete DrivewaV (25/25/50) �SF � 625.00 $ �Unit2.055 I241.01 Remove Sidewaik (25/25/50) ISF � 250.00 $ 3213.0311 4° Conc Sidewaik, Adjacent to Curb Unit 2.056 (25/25/50) SF 250.00 $ � Unit 2.057 �241.14 Remove Concrete Vallev Gutter (25/25/50) ISY � 15.00 $ Unit 2.058 3216.0302 7" Conc Vailev Gutter, Residentiai (25/25/50) SY 15.00 $ �Unit 2.059 241.17 � T' Pavement Pulverization (25/25/50) ISY � 1,925.00 �$ Unit 2.060 3211.33 Cem-Lime Stabilization (a� 32Lbs/SY (25/25/50) TN 17.00 $ Unit 2.061 3123.0101 Unclassified Excavation bv Plan (25/25/50) CY 65.00 $ � Unit 2.062 3212.0303 3" Asphalt Pvmt Type D(25/25/50) � SY � 1,925.00 �$ 3305.0111 Cleanout Adjustment with Concrete Collar Unit 2.063 (25/25/50) EA 1.00 $ 3305.0107 Manhole Adjustment, Minor With Concrete Unit 2.064 Collar (25/25/50) EA 1.00 $ 3346.0008 4" Pipe Underdrain, Type 8(Roof Drain Curb Unit 2.065 Openinq) (25/25/50) LF 50.00 $ �Unit2.066 3217.5001 CurbAddressPaintinp(25l25/50) IEA � 4.00 �$ �Unit2.067 3291.01 Topsoil(25/25/50) ICY � 25.001$ � Unit 2.068 13292.01 Block Sod Replacement (25/25/50) ISY 313.00 �$ �Unit2.069 �9999 Remove and Repiace InletTop (25/25/50) IEA 1.00 �$ �Unit2.070 �3331.5774 CLSM (Simondale Intersection) Backfill �CY 190.00 �$ � Unit 2.071 � 9999 Storm Sewer Modifications � EA 4.00 $ � Unit 2.072 � 171.0101 Construction Stakinq I LS 1.00 $ �Unit2.073 �171.0102 As-BuiltRedlineSurveV ILS 1.00 $ �Unit2.074 �3305.011 Utili�Markers ILS 1.00 $ I Unit 2.075 * 9999 Sanitary ewer Co�struction Allowance � I Unit 2.076 Demobilization and mobilization to iob site I LS I 1.00 �$ Removal & Replacement of Shrubs & Grass along Unit 2.077 Colonial Parkway adiacent to Golf Club 25l25/50 CO#2 I Unit 2.078 Guard Raii Repair & Installation 25/25/50 CO#2 I Unit 2.079 Sinkhole Repair with Flowable Backfill CO#2 Additional Unciassified Excavation on Simondale Drive Unit 2.080 CO3 Init Cost Org Contract 65,000.00 $ 65,000.00 6,500.00 I $ 6,500.00 15.00 $ 4,500.00 350.00 $ 1,050.00 35.00 $ 350.00 28.00 � $ 8,400.00 65.00 $ 1,625.00 65.00 $ 975.00 8,500.00 I $ 8,500.00 15.00 $ 12,300.00 35.00 $ 34,650.00 10.00 � $ 6,250.00 25.00 � $ 15,625.00 -- 10.00 � $ 2,500.OD 25.00 $ 6,250.00 20.00 I $ 300.00 125.00 $ 1,875.00 15.00 $ 28,875.00 350.00 $ 5,950.00 85.00 $ 5,525.00 28.00 $ 53,900.00 1,500.00 $ 1,500.00 3,500.00 $ 3,500.00 100.00 I $ 25.00 � $ 35.00 � $ - 15.00 � $ 5,500.00 I $ 200.00 � $ 8,500.00 I $ 5,000.00 I $ 5,000.00 I $ 1,500.00 � $ �$ 10.000.00 I $ I LS I - I$ 105,200.00 $ � LS I - �$ 4,450.00 $ I EA � - I$ 10.000.00 $ CY - $ 47.50 $ 5,000.00 100.00 875.00 4,695.00 5,500.00 38,000.00 34,000.00 5,000.00 5,000.00 1, 500.00 90,000.00 10, 000.00 Rev Qty Rev Contract ( Final QTY Work Completed Retainage Total Paid 1.00 $ 65,000.001 1.00 $ 65,000.00 $ 3,250.00 $ 61,750.00 1.00 �$ 6,500.00 � 1.00 $ 6,500.00 $ 325.00 $ 6,175.00 300.00 $ 4,500.00 300.00 $ 4,500.00 $ 225.00 $ 4,275.00 - $ - - $ - 3 - $ - 10.00 $ 350.00 10.00 $ 350.00 $ 17.50 $ 332.50 300.00 �$ 8,400.00 � 300.00 $ 8,400.00 $ 420.00 $ 7,980.00 25.00 $ 1,625.00 110.00 $ 7,150.00 $ 357.50 $ 6,792.50 15.00 $ 975.00 15.00 $ 975.00 $ 48.75 $ 92625 1.00 I$ 8,500.00 I 0.72 $ 6,077.50 $ 303.88 � 5,773.62 820.00 $ 12,300.00 687.13 $ 10,306.88 $ 515.35 $ 9,791.53 990.00 $ 34,650.00 687.13 $ 24,049.38 $ 1,202.48 $ 22,846.90 625.00 �$ 6,250.00 273.12 $ 2,731.20 $ 136.56 $ 2,594.64 625.00 �$ 15,625.00 273.12 $ 6,828.00 $ 341.41 $ 6,486.59 250.00 I$ 2,500.00 � 369.50 $ 3,695.00 $ 184.75 $ 3,510.25 250.00 $ 15.00 � $ 15.00 $ 1,925.00 � $ - $ 65.00 $ 1,925.00 I $ 1.00 $ 1.00 $ 50.00 $ 4.00 � $ 25.00 I $ 313.00 � $ 1.00 � $ 190.00 � $ 4.00 � $ 1.00 � $ 1.00 � $ 1.00 $ #DIV/0! $ 1.00 $ 6,250.001 369.50 $ 9,237.50 $ 461.88 $ 8,775.62 300.00 � 11.50 $ 230.00 $ 11.50 $ 2�8.50 - 1,875.00 11.50 $ 1,437.50 $ 71.88 $ 1,365.62 28,875.00 1,398.30 $ 20,974.50 $ 1,048.73 $ 19,925.77 - - $ - $ - $ - 5,525.00 I 25.75 $ 2,188.75 $ 109.44 $ 2,079.31 53,900.00 � 1,676.80 $ 46,950.40 $ 2,347.52 $ 44,602.88 1,500.001 1.00 $ 3,500.00 1.00 $ 5,000.00 100.00 875.00 4,695.00 5,500.00 38,000.00 34,000.00 5,000.00 5,000.00 1, 500.00 90,000.00 10, 000.00 50.00 $ - $ 21.00 $ 84.00 $ 1.00 $ 250.00 $ 4.00 $ 1.00 $ 1.00 $ - $ #DIV/0! $ 1.00 $ 1,500.00 $ 75.00 $ 1,425.00 3,500.00 $ 175.00 $ 3,325.00 5,000.00 $ 250.00 $ 4,750.00 - $ - $ - 735.00 $ 36.75 $ 698.25 1,260.00 $ 63.00 $ 1,197.00 5,500.00 $ 275.00 $ 5,225.00 50,000.00 $ 2,500.00 $ 47,500.00 34,000.00 $ 1,700.00 $ 32,300.00 5,000.00 $ 250.00 $ 4,750.00 5,000.00 $ 250.00 $ 4,750.00 - $ - $ - - � - $ - 10,000.00 $ 500.00 $ 9,500.00 - I 0.25 I$ 26,300.00 � 0.25 $ 26,300.00 $ - ( 0.25 ($ 1,112.50 � 0.25 $ 1,112.50 $ - I 1.00 �$ 10,000.00 I 1.00 $ 10,000.00 $ - 113.00 $ 5,367.50 113.00 $ 5,367.50 $ 1,315.00 $ 24,985.00 55.63 $ 1,056.87 500.00 $ 9,500.00 268.38 $ 5,099.12 �Item # �Description UoM Org QTY Unit Cost I Org Contract I Rev Qty I Rev Contract I Final QTY � Work Completed � Retainage �Total Paid Additional Cem-Lime @32 Lbs/SY CO3 (25/25/50) Unit 2.081 (Pavinq item 29) TN - $ � Unit 3.001 19999 Utility Adlustment (Irriqation) (25/25/50) LS 1.00 I$ Unit 3.002 241.13 Remove Concrete Curb and Gutter (25/25/50) LF 1,625.00 $ 32� 6.0102 7" Conc Curb and Gutter (match existing) Unit 3.003 (25/25/50) LF 1,975.00 $ �Unit 3.004 1241.0401 Remove Concrete Drive (25/25/50) SF I 1,250.00 I$ � Unit 3.005 �3213.0401 6" Concrete Driveway (25/25/50) ISF � 1,250.00 �$ �Unit 3.006 �241.0� Remove Sidewalk (25/25/50) ISF � 500.00 �$ 3213.0311 4" Conc Sidewalk, Adjacent to Curb Unit 3.007 (25/25/50) ISF 500.00 $ �Unit 3.008 241.14 Remove Concrete Valley Gutter (25/25/50) �SY I 25.00 $ Unit 3.009 3216.0102 7" Conc ValleV Gutter, Residential (25/25/50) ISY 25.00 $ �Unit 3.010 �241.17 11" Pavement Pulverization (25/25/50) ISY � 3,850.00 �$ Unit 3.011 3211.33 Cem-Lime Stabilization (a) 32Lbs/SY (25/25/50) ITN 33.00 $ Unit 3.012 3123.0�01 Unclassified Excavation bV Plan (25/25/50) ICY 125.00 $ �Unit3.D13 �3212.0303 3"AsphaltPvmtTvpeD(25/25/50) ISY � 3,850.00 $ 3305.0111 Valve Box Adjustment with Concrete Collar Unit 3.014 (25/25/50) EA 1.00 $ 3305.0107 Manhole Adjustment, Minor With Concrete Unit 3.015 Collar (25l25/50) I EA 1.00 $ 3346.0008 4" Pipe Underdrain, Type 8(Roof Drain Curb I U 't 3 525.00 I $ 5,000.00 I $ 15.00 $ 35.00 $ 15.00 I $ 25.00 I $ 10.00 � $ 25.00 $ 25.00 � $ 85.00 I $ 15.00 � $ 350.00 $ 35.00 $ 28.00 I $ 500.00 $ 3,500.00 I $ - I 38.00 I $ 5,000.00 I 1.00 I $ 24,375.00 1.625.00 $ 69,125.00 1,975.00 $ 18,750.00 I 1,250.00 � $ 31,250.00 I 1,250.00 � $ 5,000.00 I 500.00 I $ 12,500.00 500.00 $ 625.00 25.00 $ 2,125.00 I 25.00 I $ 57,750.00 � 3,850.00 � $ 11,550.00 I - � $ 4,375.00 125.00 $ 107,800.00 I 3,850.00 � $ 500.00 3, 500.00 1.00 I $ _ 1.00 $ 80.00 $ 8.00 I $ 50.00 � $ 625.00 � $ 3.00 $ 3.00 $ 1.00 I $ #DIV/0! I $ ni .016 Opening) (25/25/50) LF 80.00 $ 85.00 I$ 6,800.00 �Unit3.017 13217.5001 CurbAddressPaintinp(25/25/50) IEA I 8.00 I$ 50.00 I$ 400.00 Unit3.018 I3291.01 Topsoil(25/25/50) �CY I 50.00I$ 50.00 $ 2,500.00 Unit 3.019 �3292.01 Block Sod Replacement (25/25/50) ISY � 625.00 �$ 10.00 $ 6,250.00 �Unit 3.020 �9999.002 Remove and Replace InletTop (25/25/50) IEA I 3.00 I$ 3,500.00 I S 10,500.00 �Unit3.021 3471.0001 Tra�cControl IMO � 3.00 �$ 5,500.00 �$ 16,500.00 �Unit3.022 3125.0101 SWPPP =1 acre ILS I 1.00 I$ 5,000.00 $ 5,000.00 � Unit 3.023 ` 19999.0004 Pavinq Construction Allowance I � I $ 50,000.00 Removal & Replacement of Shrubs & Grass along U't 3 024 C I ' 19,950.00 I 38.00 I$ 19,950.00 �$ 997.50 $ 18,952.50 5,000.00 � 1.00 �$ 5,000.00 �$ 250.00 $ 4,750.00 24.375.00 1,314.25 $ 19,713.75 $ 985.69 $ 18,728.06 69,125.00 1,314.25 $ 45,998J5 $ 2,299.94 $ 43,698.81 18,750.00 I 546.50 I$ 8,197.50 $ 409.88 �$ 7,787.62 31,250.00 � 658.50 �$ 16,462.50 I$ 823.13 I$ 15,639.37 5,000.00 � 639.00 �$ 6,390.00 �$ 319.50 $ 6,070.50 12,500.00 527.00 $ 13,175.00 $ 658.75 $ 12,516.25 625.00 � 23.00 �$ 575.00 �$ 28.75 I$ 546.25 2,125.00 I 23.00 I $ 57,750.00 � 2,796.61 I $ - - $ 4,375.00 51.50 $ 107,800.00 � 3,849.61 � $ 500.00 I _ 1.00 $ 3,500.00 I 2.25 I $ 6,800.00 80.00 $ 400.00 � - I $ 2,500.00 � 42.00 I $ 6,250.001 168.00 $ 10,500.00 � 3.00 $ 16,500.00 � 4.00 � $ 5,000.00 I 1.00 I $ 3,165.00 � #DIV/0! � $ ni . o oniai Parkway adlacent to Golf Club 25/25/50 CO#2 LS - $ 105,200.00 $ - I 0.50 I$ 52,600.00 � �Unit 3.025 �Guard Rail Repair & Installation 25/25/50 CO#2 Ils � - �$ 4,450.00 �$ - � 0.50 �$ 2,225.00 � 6" Wide PErmanent Road Repair (B" of 227 and 3" of ILF - $ 95.00 $ - 525.00 $ 49,875.00 Unit 3.026 HMAC) CO3 �Unit3.027 IRemobilizationforPavinqCO3 IEA I - $ 7,500.00 $ - I �.00 I$ 7,500.00 � �Unit 3.028 �3" Millinq on Mockinqbird Lane CO3 SY � - �$ 14.25 $ - I 1,610.00 �$ 22,942.50 I � Unit 3.029 IAdditional Cem-Line (o� 32 Lbs/SY CO3 (25/25/50) ITN - I$ 525.00 �$ - I 20.00 I$ 10,500.00 I �Total � I I � �$ 5,462,235.00 � �$ 5,492,260.00 � 1,955.00 I$ 97.75 I$ 1,857.25 41,949.15 �$ 2.097.46 �$ 39,851.69 - $ - $ - 1,802.50 $ 90.13 I $ 1,712.37 107,789.08 �$ 5,389.45 �$ 102,399.63 500.00 $ 25.00 $ 475.00 7,875.00 $ 393.75 $ 7,481.25 6,800.00 I$ 340.01 I$ 6,459.99 - I$ - I$ - 2,100.00 �$ 105.00 �$ 1,995.00 1,680.00 I$ 84.00 � S 1,596.00 I 10,500.00 I$ 525.00 �$ 9,975.00 22,000.00 �$ 1,100.00 �$ 20,900.00 5,000.00 I$ 250.00 �$ 4,750.00 - � $ - � � - 0.50 I� 52,600.00 I$ 2,630.00 �$ 49,970.00 0.50 �$ 2,225.00 $ 111.25 �$ 2,113.75 525.00 $ 49,875.00 $ 2,493.75 $ 47,381.25 1.50 �$ 11,250.00 $ 562.50 I$ 10,687.50 1,610.00 I$ 22,942.50 I$ 1,147.09 I$ 21,795.41 20.00 �� 10,500.00 �$ 525.00 �$ 9,975.00 �$ 4,994,389.79 �$ 249,719.59 �$ 4,744,670.20 orth� ��xa5 - a�,14'C1 , o f �or� W ,�,t�'��►C c,�v �� Carnn �*M�� 22-�g50 a�,dV Q�,��+ F�'RENCE �t� R� �a.7 Qr a�y, cOReSolut�on 2p22 C Gonstructio� t u�ust 23' dba Circle ect, Ad°p � TueSda`l P�G�R�t�E� m � SGhUltz, n a� Gounth" e�pe� roana2 22 202� C���ta� p�T�ENAM�y ��M210 � a contra�t �� M��1Ck�ngbirdP °��CeedS °f t�e F�S�a�Years ��� UgJEGT: .Ze �Xe�ut�on5 0� fiar the �X�e�dituC�s s��Coritribut�on to _._----_ SC 3 A���� Q� $5,�6e�� t Re1mb� a pQ�`o� a� Water !_____._-_ Am° pf�ic�a� tn� s tp E{fe� .�----�-�"_ ��p essmg prdir�an�e ^� ��_--_ ro�Cia��o � pro�ram ction C°mPan`l, in _ �'--- ' an tru . P�pC�vernen �____---- ipC• dba C�rc�ntCy Club p� W`th�prO�eeds _v__----" DP-C1-� �ty counG�l , s�hultz, Ca�oni�t C� end�ture REC�'�M�e�{ tha� �h� G ,t,lith �Niilia� �ngbird b�rSe exP ewer _' m��d p for th M_ 10 Mo�k r��m Cojec�', Water & S �;n�N lt �S �e�Om �on 2 o���`a� �n�en��° C�Ub P the Golonia� CO ecu��Q� o� a e 235.� re�s'n Goloniai C�un �praPriat��� MQ��mgbird 1� p,uehamqur�it fi�h a Cesolut�on exP �ird ���ust�ng . the M"2 p and de�reasa 9�e Sa�1e Mackin J th o��he a�-a t�or M"2� q ord�►�anG� ria��ons �n 553 322.Q UCM�pR> >ta� 2• Ad p fUtuCe de� �d aPProC�Cia��o� a5in9 aphE acnount °� CS�y Prole�t N� 2022'2��'�' c�� the fAd p��.he ��P per Fund ��o �p33g9� inPatjer Pa� t� t Q Fis���Yea ts and aP'PrapS� �he M 21fl merc�a �ity P e�&S Com�1ecciaC�,�tribu� d re�e�P 3 � �om ria��on ect � S �St�mate rop oun of C��� �C4� actilar� o# �Natec �r, re�e�p�s and ap he a ct Street aPprop ��o� �.��� a P e adjust�na ed �Q 1033g9i • Confi.ra � nG amoU t Progra'�n' ria�ion ordina est�m ' ra�. ��� a proP �y �n�reasin city PCOl ropriation� in am� amoU ro� Im�rO�� atta��ed 1� d, ect �. , � apP the en� P do�tthe ita� PCOjeCts Un�ry Club PC°� Cece►P�s a a_ pOd42�� b� � 1mPr°�em �_� _- �'� Ge�,era� Ca� �olonial C° 5in9 es�e�� tCt� PC�cs 20 2-2026 Ca� ��-------� - Mflck�n9b��o and d�crmable PCO� ��scalYe� -----,,,""_ �53g,�,72. W prc�r�a �ution to t�e ____--____ �m�nfi. of C Fork �p,me�d TP ' laG C��a b as . ------"__�._- tra�t{Orthe CountN Glubt� C�u 5. -'_ _._ ___ flrize � �on ColoniaCalonia� G°un r! �_.�-- , tion �M&C� for N�'� Q�aCkn � e, �G�n��y af �_" p�SCUSS��N' Ga,��,G�t C�an �rycs we�rnP�OVeme�ts, Pa� 5� Th�s �ayted W �er �nd� Sanitar`I Sewer pralnage Ba the ��a �n� Streets indica��d °� Street Mockingbird Lane Mockingbird Court Hartwood Drive i � From i �Simondale Drive/Mockingbird Lane intersection Mockingbird Lane Mockingbird Lane To Scope of Work Westerly Water/Sewer 1,650 feet Cul-de-Sac Water/Sewer Southerly Water 160 feet Additionally, asphalt pavement rehabilitation will be conducted on streets subsequent to the water and sanitary sewer main rep(acement. The Transportation & Public Works Department's share of this contract is $452,175.00 and the Water Department's share of the contract is $5,010,060.00. The project was advertised for bids on March 17, 2022, and March 24, 2022, in the Fort Worth Star- Telegram. On May 5, 2022, the following bids were received: : .. - William J Schultz, Inc. dba Circie C Construction Company � S,J. Louis Construction of Texas, LTD J Amount I Time of Complefiion $5,462,235.00 380 Calendar Days �$7,902,615.9 7 � In addition to the contract amount, $335,038.00 (Water: $102,578.00; Sewer: $190,981.00; Paving: $42,279.00) is required for project management, mat�rial testing and inspection, and $295,721.00 (Water: $75,731.00; Sewer: $174,772.00; Paving: $45,218,00) is provided for project contingencies. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. Additionally, approximately 2,017 linear feet of cast iron water pipe will be removed and replaced as part of this project. Construction is anticipated to begin in October 2022 and be completed by November 2023. This project will have no impact on the Transportation & Public Works' or the Water Department's operating budgets when completed. The action in this M&C will amend TPW's contribution to the Fiscal Years 2022-2026 Capital Improvement Program as approved in connection with Ordinance 25073-09-2021, Section 6. Capital Improvements, page 23, as follows: Capital project FY2022 CIP FY2022 CIP Revised Fund Name Appropriations Authority� A p FY2022 Name ppro riations g�dget IP00020 � 30100 -' Contract General Street Maintenance M&C 22- ��311,148.00) 0036 } I $19,079,818.001 � M&C 22- $�603,254.00) 0127 This M&C $(539,672.00) $18,476,564.00 $17,936,892.00 It is the practice of the Water Department to appropriate its CIP plan throughout the fiscal year, instead of within the annual budget ordinance, as projects commence, additionai funding needs are identified, and to compiy with bond covenants. The actions in the M&C will appropriate funds in support of the Water's portion of the City of Fort Worth's Fiscai Years 2022-2026 CapitaV Improvement Program, as folfows: Capital Budget Project FY2022 C{P Change Fund Name Appropriations Authority ��ncrease/ Name Decrease) 56021 — 103389 — W&S M-210 Commercial Mockingbird Paper Fund Colonial CC Revised FY2022 Budget $0.00 This M&C $5,553,322.00 $5,553,322.00 Funding is budgeted in the UCMLPR project within the W&S Commercial Paper Fund and the General Capital Prajects Fund for the purpose af funding the M-210 Mockingbird Colonial Country Club project. Appropriations for the M-210, Part 5 Sanitary Sewer improvements project are as depicted below: Fund W&S Commercial Paper Fund - 56021 General Capital Projects Fund 30100 Existing Additional project Total* Appropriations Appropriations $20,441,000.00 M&C 21- ��1,056,034.00) $19,390,966.00 0827 $0.00 $5,553,322.00 $5,553,322.00 $0.00 $539,672.00 $539,672.00 �� �6 pg2,gg�'.u� �6 �g2 gg4.0 ' !� & Sewer F�nci. � �O ao� es. issue fior �he w with �he aPPCoPr�a�ion ��To�a� os bond alon9 ro�id�'nteri eeds �roje entat�on Pur� ture Ceve�'�e C��`l'5 p°�°1iwi11 be �Se� ts d�°nd �C�� res ' raU��e� �or p �lude� in a fiU folia a�d the CogCam (CP �h�s PrO��'�t �s ��a�ce �it *�u�,�ers er �� �° �ox atety � in ,�e o� •� is a���cip to be r P pap o���ted w;th or�folio aC a p ��' no ateawater and se Cornmercial t aand s� be issu `t`ie� r�s� ut�on dO Ca�eeds. 7his �C4lec W�th�� the e �a�� �bt ss� d• �nce deb the G�ty ed bie �ash d u��Er th e olio ,aw t m� �f th tta�h eXernp� b0nd P A�aita aU��,prizeroj�Ct U�'t�t deb �d S�wer P°�era� de� tion e a tax� with the auiharlty fi.his P �1ater a u�der fed b�e. �doP itself from �,cing for bUrse the esolu�.ion � re�mbursa buCse Gomp�ia��e fina to reim �n�. R to be to Ce��' Com�any�. �is �articip a�d r�tified hed Reimb oe �ese exp �n reSeNes t�'� �bility ct�on u�ty p atl;� i�e d�d wi11 be � C Con�tru Eq �ompany� S�dent�fie� the a�ta� in ordeC o�ds, bu P us�ness ears SE�I b d�a Gircle �t p�rcen� B cfi.io+� rea thCee� e th� C�� t� , In�• �ircle stru �n e a o� t is �� g �_ Schuitz c o�m�tt�n� � l n � daa he f rr's �OntaQataor th �� e� 1 � NliU�a�' n�e by Chuitz, ever, ? uity � Equ►�1 � u�� Ortl�na W�Iiiam �' ahunit�es • H°W,S gUs�ness Eq �$ Bus�ne�s faith e{for�. Gity C��y� ttn� 9° � an� supPlierw�ptbids�T�'� __._- _� _� docu�'en �.ra�t�n� �� �he lo _ __—~-._--"_ Severai SubG or did n°� subm _'`__-- not resCjO�d UNCI� piST��CT 3 - �&S `-___ _ R pC��e�� with�n ��'E bove percent, ,, .._- rQva� of the a �n the . in G� e�t is �o�a��d ^ T F,GAT�ON: ��, the UCMap pon a�P �a�labte Colon�a� Th� PCoj __., -- " available und, �'� fur�ds `Nill'�eoCk�n9bird C to ��---- i CER d� are .e�fi.s F �n�es, 210 M tra��� pC�o ,._ _--- Mp,T10N tha� fun �tal Pro) ordin M- �on . tN�OR ce��fies roPria�►o�' FUna for th� of t�en�s have the FISGAL man�e a�d the Gen�a ta h d app • Proje�ts �{ exe�Ut�o� a,� Th� a�rector P per Fund a t�o� of th� Gen�ral Cap���,me�,dat�onsU��icw°rks �ep _ n� ad p�� an� the o�e reGQ �� �` Camm�enaations a F ova� of the ab ortat�on & p I s re�or''' �,rnerciai PaP�he appC �� V�later a�'ddSra� p GCp�p�ec� �o suPP°� ���urr availability of �un �our exP�n�iture be�n9 t�� Refiere1�Ce # � ��y of ��rify�n� �"- ��_ orrsib�1ity �__.��-__�--- �udge�t '� C�,aCtfield 2l resP __ - _,�,�t� t,. ,.+�vit�1 _,_„r �, � Dana BUrgraof� Oriqinatina Department Head: Chris Harder (5020) Additional Information Contact: Liam Conlon (6824) ATTACHMENTS 1. 60M210P5-CIRCLEC 1295,pdf (CFW Intemal) 2. 60M210P5-CIRCLEC C�mpliance Memo.�df (CFW Internal) 3. 60M210P5-CIRCLEC MAP.ndf (Public) 4. 60M210P5-CIRCLEC PBS CPN 103389.ndf (Public) 5. 60M210P5-CIRCLEC PBS CPN 103389 U�dated.�df (Public) 6. 60M210P5-CIRCLEC Reimb Resolution.docx (Public) 7. 60M210P5-CIRCLEC SAM.pdf (CFW Internal) 8. 60M210P5-CIRCLEC.docx (CFW Internal) 9.60M210P5-CIRCLEC 30100 A022(r3l.docx (Pubiic) 10.60M210P5-CIRCLEC 56021 A022(r2).docx (Pubiic) 11. 60M210P5-CIRCLEC_FID _Table.xlsx. (CFW Internal)