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HomeMy WebLinkAboutContract 57193-CO3CSC No. 57193-CO3 Fl)K'i NVOR'I II. City of Fort Worth Change Order Request Project Name Normandale Street and Las Vegas Trail Intersection Improvements City Sec # 57193 Client Project #(s)l 101591 Project Description Improvements include a multi -lane roundabout, minor storm drain improvements and pedestrian facilities such as sidewalks and American Disability (ADA) ramps Contractor Rebcon,lnc Change0rder# 3 Date 1/4/2023 City Project Mgr I Brendan McInnes City Inspector Habte Taezaz, Ariel Durate Dept. TPW Totals _.... ....., (CD) Original Contract Amount $2,322,913 00 $2,322,913 00 300 Extras to Date $174,620 24 $174,62024 2 Credits to Date $166,666 00 $166,666 00 Pending Change Orders (in M&C Process) $0 00 Contract Cost to Date $2,330,867 24 $2,330,867 24 302 Original Funds Available for Change Orders Remaining Funds Available for this CO Additional Funding (if necessary) CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 2 67% MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%) $2,903,641 25 JUSTIFICATION (REASONS) FOR CHANGE When installing the 10' inlet it was realized that it conflicted with the existing storm sewer line The FOR revised the location and type of the inlet to allow the drain to be installed The Contractor priced reworking the pavement to allow the new inlet to be installed as well as the new inlet not currently in the plans 24" Stripe was incorrectly quantified in the plans, and the additional quantity is being added to the project as needed for the striping layout The Contractor and FOR have both reviewed and agreed to the missing quantities Oncor and Contractor met to discuss the power supply for the project During the meeting Oncor noted that 240/480 could not be provided but 120/240 could be Traffic Management approved the substitution, and the bid items are being switched out for the same cost With further coordination with the PAR department the remaining landscaping scrubs are being removed and swapped out for limestone rocks A sanitary sewer line called out in the plans to be replaced conflicts with a franchise utility line as well as an existing waterline where a sanitary sewer manhole is proposed to be installed The engineer has reviewed the conflicts and provided revised sheets to use cast -in - place pipe (CIPP) to line the existing pipe and relocate the manhole Contractor has submitted prices for the added work of cleaning the line, connecting a service, and placing the CIPP liner Cost - Typical methods for comparing unit costs were not available and were not considered adequate for this work Instead, the Contractor has submitted invoices and breakdowns of the time and materials for the added work The breakdown has been reviewed and deemed to be fair and reasonable for the work being conducted The documentation has been attached to this change order Time - Additional contract time has been reviewed and the amount of days being granted is deemed reasonable for the work scope when reviewed in relation to the critical path of the work activities It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Illffont—ractors Company Namel Wontractor (NamM Contract Signature Rebcon I nc Danny Krieg K Date May 23, 2023 Inspector/Inspection Supervisor Date Project and Contract Compliance Manager Date 111, a�I III May 18, 2023 May 18, 2023 Program Manager Date Senior Capital Project Officer Date 1 May 23, 2023 May 24, 2023 Assistant Director (Dept) Date Director, Contracting Department (Dept) Date Z'';— ►► (: w+) May 24, 2023 May 24, 2023 Assistant Cit Attorney Date Assistant City Manager Date x pr May 26, 2023 May 27, 2023 ncil Action if required) o 4�9 nna* M&C Number I M&C Date Approved ATTEST: ^ A lass p445-' A r p9do Pv° o=a Jannette Goodall, City Secretary h"Kz4s�4 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth Change Order Additions Project Name Normandale Street and Las Vegas Trail Intersection Improvements City Sec # 57193 Client Project # 101591 Contractor Rebcon, Inc PM Brendan McInnes Inspector Change Order Submittal # 3O Date 1/4/2023 ADDITIONS a RRRRI00024"SLID IJTI1K-0 R,,MH:AE(IT) •I�I- L1090,2211ULULI�i '� .11 L1$:III,,IUI .� 9999 0000 . 11111111 ® '� 11 �i419DI11 3471 000000NTROL• 11111111 ', 11 11 �IyYDLULIq 1 41 Volt Single Phase Metered Pedestal11111111 '11 11 '11 11 3349 800 1 �.... 1111 •I•�. ® 1: 11111111� 11 '•�111 3331 1 : 11111111 '®' ��tiGYY.RIDI Change Order Additions Page 2 of 4 F 111•1ii101`1 1 City of Fort Worth Change Order Deletions Protect Name Normandale Street and Las Vegas Trail Intersection Improvements City Sec # 57193 Client Protect # 101591 Contractor Rebcon, Inc PM Brendan McInnes Inspector® Change Order Submittal # O3 Date 1/4/2023 DELETIONS NODE 10M,111ONERM.1111 ONE1111 • MENIONIONONEEME Il1NOWIN 11 ENEEZ,f -,II `7 EE • • • fill MENIONION 01100/LYIUUUUUUUI® 11 . 11 ONE MENIONION 11 NOWIN NONE' I=* 1000001111101 ONEEN MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 ONEEN MENOMINEE MENOMONEE MENEM! INEEME 101010011101 ONEEN MENEM! INEEME INEENE111101 1000001111101 ONEEN SOON MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 INEENE111101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 101010011101 ONEEN I MENOMINEE MENOMONEE MENEM! INEEME INEENE111101 ONEEN MENOMINEE MENOMONEE MEMNON INEEME IN EEEW� - Change Order Deletions Page 3 of 4 Date Comment Elapsed Duration RFI # 9 Submitted - Utility cleanouts located in field and not in 10/4/2022 the plans 10/7/2022 Unmarked Phone Cable cut while installing SS line 3 Phone cable marked and in same trench as SS replacement. 10/17/2022 Onsite meeting to review alternatives for relocating line. 10 Determined that possible water conflict spacing as well. 10/19/2022 FOR provided information on requirements for W and SS 2 Seperations. 10/21/2022 RFI # 10 Submitted - Utility conflcits with Manhole at STA 2+00 2 Contractor exposed waterline when installing manhole. Hole 11/2/2022 backfilled. 12 11/3/2022 Ongoing coordiantion with Water department 1 11/4/2022 Sewer contractor demobilization 1 11/29/2022 FOR provided 3 options for the conflict resolution 25 12/7/2022 Water department provided review comments 8 12/20/2022 Contractor provided pricing for pre -CCTV of line for CIPP option 13 validity 1/4/2023 Change Order created for CCTV video and point repair 15 1/31/2023 Change order routing for execution 27 2/7/2023 Change order executed 7 3/20/2023 Contractor provided CCTV video 41 3/20/2023 Contractor provided pricing for Cl PP and mechanical cleaning 0 3/28/2023 Water department provided recommendation based on CCTV 8 video 4/14/2023 FOR provided draft revised sheet 17 4/26/2023 Water department approved plan revision 12 Change Order 3 and CCR Pending Routing 5/25/2023 Projected completion date of CIPP/manhole install and 29 remaining connected works. LOT IR-E35 BLOCK BB GERARDO ZUNIGA 3 EXIST g • � • ,. - WL\� .�vwvw„—vve, sly 3+Do 31 = 61 s4 BEGIN 8" CUREO N PLECE -IPE W I I �� 1 STA 0+0000 L-6'34 REVOVE EAST 4' VIA CONC SSMH r II (nLj� S>n 1+I800 -6134 CONSTRUCT 4' DMA LONC SSMH LOT 3 BLDDK 6] �1I / Oti JOHNETTA LAWPKIN DlA CONE SSMH WIT CONCYL IL COLLAK CON`JECT TO EXIST 10 SS (N. S) $ • c� n STA 3-0031 L-6134 CONNECT 70 PPOP 8" SS (E) I CON`OCT TO PROP 8'" SS (W) Q d REMO✓E EXIST 4' D/A CONE SSMH I) CONNECT TO PPO P 8" CIPP (w') N 6950693 2392 Y T g CONSTRUCT 4" CIA CONE SSMH 1, 1., 69 0621 3955 E 2286339 5369 1 W� CONCkETE CC_L�R E 2286245. 5500 Z CON,JFCT TO EX/S- 8" LWL l - DICK 67 Q Q CONVECT TO PRO- 8' CIPP (E) RON LORD L1 IV 6950530, 3067 `. E 2286088 4134 1 /m 6Y II � " —kOW IS SY OF 6' CONE ORII/EW Y PEB-QETAL 32 13 201 Jl �.�00 ,(VI1 I_ wl�— 4 — PONTRACTOR TO RECO`INE,T EXIST1 1 SERvICES T D) f�, fjt.R S — T7 — Tl/N.�4VTp- "> S NDRMANDALE ST STAI+Is.00 _-6I34 (9' AS�HTLT PAANG-I/AP,ABLE ROW) ENO 8" CJREO IN PLACE PI-E (CIPP)I c1-----G1—_- 1—c1---_—cl LJON3K BANGASn9 T` i SANITARY SEWER LINE-'L-6134' m etPRDN. 8" Ss B CIPP �CN1— —CWO( WATER f9157 ql T— wl ------------------ -11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦- -111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦111111111♦- -11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦11111111♦- -11111111■11111111■11111111■111111111•�11111111■11111111■11111111■11111111■11111111■11111111■11111111■11111111■11111111■11111111■11111111■— -----—��7 `_��� I f�i M1No 2"IM-0011�33��1f■[atl���11� ----�1®S�1rr�'a"inn`s'ru®WFm�s•Imu�--,S���';i��5'�— —����■s'�i`i�ii111fii�f�Iff�Y�1l�ww'^xw^'if�0`���ii �����osa�l■ao�����x- +rr,n�r�lll�a����� —11111111♦11111111♦11111111■11111111■ 11111111■11111111♦11111111♦1111111��' 'w®�11111111♦11111111♦1�— nmrmra smlGr•zD vvrrrnlsmlGr•r FILE NO. X-26814 YJASTEWATER SERVICES IDDREI III LAS ­1 TYLL NOTE CON N'NGSHALwALLS ALNO S RUCTURES ONLESS DTEHERWI. NOTE ALLSTREETRADI SHALL BE 16• AND ALL DRINEWAY RAI w SS OTHERVAI NOTED NOTE CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NV OF PROPOSED RIGHT OF WAY. THE CONTRACIIXt SHALL CONTACT THE FOLLOWING AT II:AST 4 EXCAVATING AT EACH I ­ AT&T 1-BOa8]6-8]11 FOR WORTH WATER DEPT-FIELD OPERATIONS (B17) ]92-8296 FORT WORTH T&PW (81]) 8]t-atOD AIIAD ENERGY ECTMC I') ONC ENERGY 1-1O 233-21]aT�6YT• E ISO 33B-BB19 CHARTER COWA (B1]) 509-6212 ExT 3363 BENCHMARKS BM C' - A monument on V N N OFm9000le St It the NW on Port9leS D, . N 695105&DB9 E 2284609.254 ELEV - 7072 BN B2 - A HI —Si OO the GG,0 1V inlet O1 E. CB Of LOS VegoS Trni OO the NW Or n Of LOX Vegn, ­1 ld Aeojove T 1 N 6952NM109 e O E 22SB60O92B ELEV = 7".30 Al .1 011 9 /2G23. n FILn11-1 H.xBLH mKmL,.H,fi, IHL. w _.N,s, Ilo. A o F OF rFx Y PtE 0 >f�1 + E-SS a48 •� 6s EAAL 2 FORT WORTH CITY OF FORT WORTH, TEXAS r— WATER DEPARTMENT NORMANDALE STREET AND LAS VEGAS TRAIL IMPROVEMENTS SANITARY SEWER PLAN AND PROFILE SHEET 1OF1 �HAYDEN CONSULTANTS. INC. .`wR DESIGN BY HCI DATE SCALE I PROJECT NOAN 4 SHEET DRAWN BY HCI MAY 2D21 AS C4.08 CHECKED BY: HIM SHOWN Las VEGAS CT Las VEGAS c'r t 0.19 AC I BNORM STA 404.701 C \'� \ /P.2 POP TIE TO EX CDNC 2. 38 PC I _ll 7 CURB & GUT ER 1`\ / �" �J I I S. I.BNORM STA 401.,12.44 p SBNORM STA 102.58. 66 PROP TIE TO El CO \ OFFSET 9. TO' RT } 0. 39 AC CJRB & GUT -ER 1 PROP TIE TO EX CDNC �q`V ,� PROP INLET +,\ CURB A GUTTER \ \ I .�-' I //� 1 _1-C2 T ! \ I PR-A3 I / I \ PROP INLET / I1 ` CI-C3 l PIP 0.18 AC \. \ PROP INLET I I 1 NBLVEG STA 304.13. 70 ti PROP T]E TO E! CDNC PROP INLET �� PROP INLET / ! CURB & GUTTER \ \,\ CI -AG \�� 1 *\P C]-A4•, ' PROP INLET PROP INLET kk CI-C1 �`� Vim...✓�V O. OT Ac A� �� \ �1 f PROP INLET S� 4 CI -CIA 0.15 AC �\ I X 4..r PP -CIA � � A PR-Bi /y o. zo Ac A A� 0.96 AC \` PROP INLET I J/ 1 15�3 NFOR STA O -71.41 PROP INLET PROP TIE TO EU CON \ C]-8l, L� CURB & GUTTER 1 BLVEG STA 2J2.63. 54 u� PROP TIE TO EX CON / •\ \\ E4`,� PEE , A`CUURB &\GUTTER PR-B2 0 i \ )� EX ROW PROP INLET 0.65 AC I �" (\ PR-A2 e y C.77 AC PROP INLEF CI-A2 N3LVEG lE STA 301,81.57 PROP II`� EX CDNC \ \ \ \ CURB & GUTTER 1 \ PROP INLET 1 �. CI-A1 � \ \ \ SBLVEG SIA 204 -'0.64 PROP TIE TO EX CON \, X\ `\CURB & GUTTE \ EY-A2 .JI AC ®.A N ®. �P-I—D .�1E�=�Iloo LEGEND DA ID DRAINAGE AREA ID _ XXX AC CRAINA GE AREA SIZE (ACRES) — — — — DRAINAGE AREA BOUNDARY ------JW- FLOW DIRECTION EXISTING CONTOURS (10 FT) 1. EXISTING CONTGJR DATA SHOWN WAS OBTAINED BY INRIS. 2. RLNOFF AND .NLET CALCULATIONS ARE DISPLAYED ON SFEET CIO.05. 3. REFER TO AS -BUILT PLANS 097-36000-133 ,FILE NO. K-0318), 99-C-56 (FILE NO. 5-2249) AND 94-C-77 (FILE No. S-2250) FOR PREVIOUSLY CONSTRUCTED STORM DRAIN. iJ I = Ir HNE A ,\ �osE 9eonoo 42182/24/2023 f r/ �I LIUL 9330LBJF-w ,sro ns0 Ab'.SOUL11'liS', D 1as,T, as7sz 3 \t INC. CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION NORMANDALE STREET AND LAS VEGAS TRAIL PROPOSED DRAINAGE AREA MAP DATE SHE i o�-I 1e 1 �e0 NIAveOl C10.03 NBNDBIw ETA 401*42.44 REVISIONS PROP TIE TO EX SONG oq CURB & GUTTER C 1L \\\ 0��\ I I I\ I 0 - � oz/z4/zozT A �9 2. 38 AC 5. 98 aC PROP INT \\ \ � \ � \\\\\�`/ Od\ >,o-- �•� �6 � I i\ A� \�1LE-C2 \ \ I C ~•" aHIC 11/1 E lu FEET NBNORwn sTA 4D4wo.zl [� PROP TIC TO Cf _DNC 1 \ ®p CURB & GUTTER +,p \ @1RA1I �• ( �F_R.ETu"-.h,��A�E��L-10 TU \// P'RO-P CINI-ET3 % ti I •- LEGEND DRAINAGE AREA 11 - PROP IN-ET`4 \� I (� 1 V') I w \\ CIA4 PR -A' •"�/ I Q I XXX AC DRAINAGE AREA SIZE (ACRES) AC�I / 4- — — — — DRAINAGE AREA BOUNDARY SBNORM STA 14.70' 66 OFFSET 4. 10' RT a4 \ / r•, / 4 PROP TIE TO EX CONC„yl� - - a PROP INLET CURB &r G_UTTER" PROP INLE- \ RI-P3 I R \ I J ��� //� I 1 FLOW DIRECTION I CI-A6 \ X, /. - '• \ / . �, , 'P, / % EXISTING CONTOURS (10 ET) i I pd �y / NBLJEG STA 304-13. TO PROP TIE TO EX CONC PROPOSED CONTOURS 10.2 FT) /� PR-A6A \ \\ a bp /pOY / f CURB A CJTTER / ��/ NOTES 0.15 AC PROP INLET /�\ - -.- - / CI XO"\' I I \l/ I /I 1. EXISTING CONTOUP DATA SHOWN 'NAS OBTAINED BY INRIO PROPOSED ROADWAY CONIOUR OA IA SHOWN 'IIAS PROVIDED BY LEI. 2, RJNOFF AND INLET CALCULATIONS ARE DISPLAYED CI C1 LET ON SHEEI C10. 05. l PR-P5 PROP INLET OX 00 / \ % / 3. RE FEP TO AS-BU]LTS PLANS 09T-36000-133 \ >\ CI-PB PR 1F ILE N0. i-03 8),94-C-56 (FILE N0. 5-2249) 0.0! AC •,\ `\ \\\ / „ % _ / — — — —, AND 94-C-T7 (FILE N0. 5-2230) FOR PR-V IOUSLY —41- - - / CONSTRUCTED STORM DRAIN. _- i PR -CIA '4osE�Pxeonoo i PROP INLE- CDO �1101 44. \ \ \ , / / 94218 ,'e 212412.21 CI-B1 PROP INLE- /I p` ¢ X�\ CI-C'A IIIT _</ct-uso.; SBL\'EG S-A 2N63.54 --i-' ,I,� -��= I 4 / III S( Na ego00- ' P RCP TIE TO EX CON CURB & GUTTER / \ 53NORM STA IOS�T1.4' PROP nE TO EX coN / / ! y� 9330 LB Fzw Sm ll50 L ILZL I CURB & GJTTER\\ �w z 3�0o DPI x,T�.,x7sz4s INC. IBPLF11 RepsN,R-N, 0EI CROP INLET 1 �Il"RCJECT g101531 IoX— Ito 7.5-H -74 EX AT % ,� 1Y•C"• .PROP [N_ET - f) NBLVEG SIA s01.81.51 CITY OF FORT WORTH, TEXAS o PROP TIE TO EX CONI �,c ` - ><o, m CURB & CUTTER TRANSPORTATION AND PUBLIC WORKS 6 R°W /'o° �� j� / �\ A �-s � TRANSPORTATION PROGRAMMING o & CAPITAL PROJECTS DIVISION NORMANDALE STREET AND �.' ,-� / \ • l \ \ �j,�y=� f LAS VEGAS TRAIL iv �� / `�oA f /�'�� m� PROPOSED DRAINAGE AREA MAP ,j PROP INLET SBLVEG 5 A 2C4.10. 64 JS ` p 'I � �° ' /' / CL-A2 PROP 11E 10 E CON ) `�VA,� �xC DETAIL b i� o. 6s Pc o suJE� ie sa.- DnTE —.T CURB & GUTTER y� CIOA4 Z REVISIONS 0 [, 0 - oz/ze/zos MultdarodyRasiccirtialg * Per iSWM Technical Manual IHydmlogy) pagr HO-8, the product of Ci times E shall not exceed 1 0.100 PROPOSED RUNOFF CALCULATIONS 0 `or `T ♦PtE Fx9s li 1.i JOSEPHINF FA BOADO r %.q,.....94218.....;....; z/za/zoz3 O' r'I essJcENSE°: ur= N4 N; 1i+ uOada * Per iSWM Tech, icaI Menual(Hydrology) page H0-8, the product of Cf times es hall not exceed 10 (JUL 9330 LBJ Fzw1, Ste 1156 A5!y�ULl'J`15' Dallas, Tex as75243 NU. BPh Fmm Reg,st,,fi-Nn 6HR1 c1 -ECT q,D - IIASCD u0 76-x CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION NORMANDALE STREET AND LAS VEGAS TRAIL RUNOFF CALCULATIONS o suhEl JB o -evep Je sr.,,- lA DATE MAYlltll sHE=_T C10.05 imc Of -ear form vent -ear torm gent - Star, vent -ear form vent -ear Storm Event "'age Dmina ge Area Concept, anon Weighted Runoff cxA . Offsite Zonin Uassifirannn Notes InTensi [y Deli gn Ty Intel" OFgn "lopTy Design Intensity Design A rea ID TC Coeftiaent"c• of cx Cf• I" Flow of tx Cf" low of [x Cf` Flow ' I" Flow g in/h r) cis) lip/hrfsRunoffdrains ac) min) ac) in/hr) cis) in/hr) cis) to an existsnginletatLaseggsraJJuEY.A1 039 10.00 082 032 125 1DD 924 360 120 099 84024 110 D91 766 267 t741 406 131 MultrfamilyResidentiaptothe mtcrscctionuvithChoctawTrl,theroposedrunoff uvas reducedcomparedtothe ting runoffdrainingiD the samenletRunoffdra ins to an exrs4ngnletatLas Vegas Tra JEY.A2 13] 10.00088 121 128 1DD 92I 12661201008401151 11009] ]551006 406 492 Neighborhood Commercial approximately 275'south of the proposed Inlet PR -A 2, the proposed runoff was reduced com pared to fJf�p&.rY^�1. PR-A1 034 10.00 OSS 094574406PRA2 0.77 10.000.88 1DD 924 711 1201.00840647 110 0.97 755 64 574 3.90 40627fiPRA3 018 1U.00 081 1DD 924 1h6 120 D98 840 146 110 089 7SS122 574 U84 406 099 Mul4faResidential PRA4 238 10.00 D81 T2.341.25 1DD 924 2199 120 D9] 840 1934 110 089 ]551593 574 1101 406]]9 MuliifamhyPR-AS U07 1U.OU 089 1DD 924 065 120 100 84U D69 11U 098 755 D62 574 036 4D6 025 Community FanhhesPRA6 3.34 10.00 D./D D88 9,24 2/02 1,20 0.84 8,40 23.58 1,10 0.// /.SS 19.43 S/4 1343 4,Dti 9,50 Single FamilyRMulufamil� Residential Single Family, Multifamily PR-B1 096 10D0 081 D]] 125 1o0 924 887 120 09] 840 ]]9 110 089 ]SS 642 974 444 406 314 Residential&Community Fanlites PR-B2 D65 10.00 0.9G 0.59 1.25 1DD 9,24 6,01 1,20 1.00 8,40 546 1,10 0.99 ].SS 4.86 574 3.36 4,06 2,38 Nei hborhood Commercial PR-C1 299 11.00 075 191 129 294 899 2140 120 090 812 1864 110 063 730 1836 954 1060 388 ]42 Mul4fan,il Residential PR -El- 598 10.00 0]9 4]2 12S D99 120 095 840 4762 110 OS] ]SS 3923 574 2]12 4G6 1918 Multifamily Residential PR-C3 019 10.00 081 015 125 1DD 120D9/ SHO 155Ill] 089128MultifamilyResidential PRC1A020 10.00 086 017 125 1GU �436 120 100 840 168 110 094 755143574Multfamily ResidentialPR-A6A o15 10.00 0]8 012 12S D98 120 094 840 116 110 086 799 096 974 066 406 047 Mutifamily Residential& Community Fachites mm®®m®®mmmmm mmmm®mmm®mm mmm®®®gym®®m mmm®m®�m�mm mmm®®®�m�mm mm®®®®®mmmmm ®mm®mmmmm®m® ®m®®®®®mmm®0 O.O O DRAINAGE -'A ® mmmmm m mmmmm®m�m�m I F PP 11 , E PF 1 m-mmr"rm�rr�rz�-r�■ mm®mm®®mmmmm mm®®m®®mmm®m mm®®®®mmmmm m®®mmm®mmmmm mmmmmmom�mm mm®mmm®mmm®m RUNOFFEXISTING . NNE • .. I - .F 1 ����mmmmmm ����mmmmmm ����mmmmmm PROPOSED RUNOFF NNE �ammw�w�w�� ��rr-r�r�r-�rr�r�•.�•��r-mm-ram ®��mmmmm ®��®mmmmm ®��mmmmmm ♦PtE `OP `T Fx9s li i i JOSEPHINF FA DO �..,. ...,94218:DA.;...; z/za/zoz3 I p.. 'll Ffs��EN�ED.va�= 1U:,u �oada ON -GRADE INLET CALCULATIONS iYil�.rfdi►_iTL'siLiEsf7�}f� WIMMA EP 7(Yv1i : 'G�Et%i�71iI�E+FSItiJl� IcolEaEaarl•AL1MF}nE dli]eol/9axlpV r•iu➢p�pinn�oa�n �191eI.aFl ON -GRADE ®, ®®' [�������11�r1•�iY�iY�1�liKlY��%�-.E:�,via.:.s.�,n;.r�ri�:za-asr�l���:�+-r.� c.-v:,:na:r a® ®®®©®®�®��®CARRYOVERTO a®��®®©®®®m®®® • IIIIIIIIIIII. .. o©ao©oo©o®®®® v ♦PtE `OF `T Fx9s li 5 II ;.; jJOSEPHINE M .q; 'OADO 2/24/2023 III Fsa �CEN5E0,`rW� ha�u �oada REVISIONS a 0 - oz7za�zos HYDRAULIC CALCULATIONS (STORM SEWER) Drainage Area Time Df Concentration 1GL Head Loss Calcula4 Dns Invert Elev Pipe Incremental Total Runoff IncreemAental Total cA QPiPe Sf DHGL° V2A2/2 KIV1^2/2 From To Length Area 'e Inlet Travel Total Intensity InOtens tV Ru4noff Runoff BVPass Sipe n DS US V1 (inl V2 (out) V1A2/23 G Kt G Hk From To lev COMMENTS Area ft N� ac ac ac ac m in/hi in/hr cfs cfs cfs cfs ft/ft ft ft f s f s ft ft ft f[ ft ft ft ft 2 3 4 5 6 7 6 iin inn 3 4 1 6 17 8 9 0 2 2 2 4 5 6 27 2 9 3 31 3 33 34 1 35 Lateral Al ^'" CI-A1 EX 66" b 90 Ll R-A1 0 34 D 34 0 BS 0 29 0 29 415 0.01 10 DO 5 74 9 24 1 67 3 14 000 3 14 24 D 013 0 DOD19 73540 735 40 000 1 OD 0 DO 002 1 25 000 0 10 735 50 733 90 733 40 738 90 A Latera A2 _. CI-A2 I EX 66" 1 39 54 1 PR-A2 1 0.77 0 77 088 1 0 68 0 68 380 1 0.03 1 10 00 1 5 74 1 9 24 1 3 90 1 711 1 000 711 24 D D13 000099 736 28 736.32 000 2 27 000 0 OR 1 25 000 0 10 73642 73495 73428 739 70 Lateral A3 RI-A3 EX 60" 1"2,11 PR-A3 01B 0,18 0.81 0.15 0.15 3.75 0.07 10.00 574 924 0.64 1.6b 0.00 1.66 24 0,013 000005 740.77 740.77 0.00 0.53 000 0.00 1.25 0.00 0.10 740,87 740.75 73877 745.50 Lateral A4 and A6A CI-A4 CI-A6A 25 95 PR-A4 2 38 2 38 0 B1 1 92 1 92 6 37 0.01 10 00 5 74 9 24 11 01 21 99 4 50 17 49 24 D 013 0 01511 141 60 741 76 0 00 5 57 0 90 0 4B 1 25 0 00 0 60 742 36 741 25 739 35 746 DO X b0" 8.12 PR-AbA 0.15 CI-A6A ')'AL 0.15 0.78 0.12 2.03 4,14 0.00 10.00 5 74 9 24 0 bb 1.33 0.08 18 74 24 0,013 6 00b87 741.27 741.33 5.57 5.97 0.48 0.55 0.50 0.24 0.28 741 60 739.35 739 27 746.10 Lat-I A5 Cl AS I EX 60" 13 46 PR AS 0.07 007 0 89 006 006 2 80 0.11 10 00 5 74 9 24 0 36 0 65 000 0 65 24 0 013 000001 74056 74056 000 0 21 000 000 125 000 0 10 74066 739 50 738 S6 74520 Lateral A6/AA6 CI A6/ EX 60" 24 60 P R-Au 3 34 3 34 0 7D 214 2 34 9 46 D OD 10 DD 5 74 9 24 13 43 27 02 0 OD 27 02 24 D 013 D D1428 742 16 742.51 0 OD 8 51 D DO 111 1 25 0 00 1 44 743 95 742 DO 74D 16 747 00 AAfi Lateral Bl CI-B1 I EX 30" 53 55 PR-31 0 96 096 0 61 0 77 0 77 392 0.03 10 00 5 74 9 24 444 8 87 000 887 24 0013 0 00154 74030 74039 000 2 82 000 012 1 25 000 0 15 74054 739 35 73830 74410 Lateral B2 CI-B2 EX 38" 23.02 PR-32 D.b5 OM0.90 0.59 0.59 3.41 0.02 1 10.00 5 74 9 24 3 35 h.D1 0.00 6.01 24 D.013 000071 739.98 740.00 0.00 1.91 0 00 0.06 1.25 0.00 0.10 740 10 738.05 737.73 742.30 Lateral ClAand Cl C1-C1A CI-C1 27.53 PR-C1A 0 20 0 20 0.86 0.17 0.17 2,74 0.08 10.00 5 74 9 24 0 98 1.85 0.00 1.85 24 0.013 0 00007 740.38 740.38 0.00 0.59 0 00 0.01 1.25 0.00 0.10 740.46 737.85 737 25 742.60 CI-C1 EX 54" 66 8fi PR-C1 2 55 2 75 0 75 1 91 2 08 1D 99 0.02 11 01 5 54 8 95 10 60 21 40 0 94 22 30 24 D 013 0 D0973 739 34 739.99 O 59 7 10 0 01 0 7B 0 50 0 00 0 39 740 38 737 25 736 34 74350 Lateral C2 CI-C2 EX 48" 38,66 PR-C2 59B 5,98 0.79 4.72 4.72 9.60 0.00 10.00 574 924 27, 12 5456 1159 4298 30 0,013 001099 741.10 741.52 0.00 8,76 000 1.19 1.25 0.00 149 743,01 741.30 73860 746.80 Lateral C3 CI-C3 EX 48" 39 40 PR-C3 0 19 0 19 0 81 0 15 0 15 379 0.09 10 OD 5 74 9 24 0 88 1 76 0 21 1 54 30 D 013 0 00001 740 37 74037 000 0 31 D DO 000 125 000 0 1D 74047 740 75 73787 745 50 ♦PtE `OT `T Fx9s li tl jJOSEPHINF FA q� �94219'OADO 111412.13 I'I essJcENSE°: ur�= N; N4 1i+%ru �Oada (JUL 9330 LBJ Frw , Ste 1156 A5!y�ULl'J`1 5' Dallas, T- ,17524", NU. I BPE F,r,n Reg,snatiun Nn 0HR1 �IY --ECT f,D,sa, IIAscD uD 76-0 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION NORMANDALE STREET AND LAS VEGAS TRAIL HYDRAULIC CALCULATIONS (STORM SEWER) D sA'.�EE JB Ser- DATE SHE T o -cveo Je N/AMAYn_021 C10.07 REVISIONS � \ - PROP CI-41 7 Q - oz/za/zOZT 1 i LA- AI STA: 00,00.00 NBLVEG STA: 302-21.16, 39.47' LT �I INSIA_L= 10' IYPE 2 CURB lNLtl Ll RO'N 0 1• - - __ T/C: 738.90' 1 -__--_ ALIGN - '�� �-/�^•-""NBLVEG ISTC O3EC NnB_JEG PROP TE TX CON CURB GUTER --- ._ - _- - _ _IP u -__-___----_- -__-__-__-__-__-__-__-__-__-__-__-_ -___ vevilcr�scsie is -s- 1. ,1 L PROP. PAT Al---A4------_-_ *OOC � 24" RCP Q � g v _�� LEGEND LA I A I S fA: 00 O6. 90---- / �y NBLVEG STA: 302+13. 52 PECRO Eo INLET / 0w0 �_1 r'� TIE TO LE [ST. 66' RCP _ NBLVEG STA 300-62.34 TIE T LE LAS VEGAS TRAIL - _/ OFFSET 40.82' LT -- —_ -- Ex TINDG STOPU SouaH PIPE PROP TIE TO EX CONC sEWEH CURB & GUTTER 1 Pao tout P i _ .. .....- -_ -_ __ �y --SDI_-►-_---�aD D % PHovoSEu 1.21 CONioua A2 STA: 00T46.12-;i SDt-- -- / SBLEV STA: 204.25. 1 7 ='�� — — — /I— — — — — — — — — A, — — — — — NOTES IE TO EXIS-. 2-66" RCP - - - �/ SBLVEG STA 205.88.36 PROP. LA f A2 / OSBL'IEG STA 204,10.64 OFFSE 51.25' _ POSS TERnL uNEs snag BE PwlnaEo INTO TIE wLET u,aunol[ wnERE 24" RCP PROP TIE TO EH CONC PROP TIE TO EX GONG / CURB & CUT ER CURB & GUTTER E No -c / `� 204 0 v /, z o As -sons PLAN,nus ow-a("LG-taa (-2 PREA —6E - 4a EDNSTH CTER STSEM U-N -' IFI E Iro s-zzso) FOR PaE�DDg. - - - �Ef-� OILI - _ aHEI qIE TIE PROPLISED IA _AL RDSSINCSp KE PROJECT SPECIFICn TIDNS � -- - - - - FOR C_51A INEOHAnXTION p — — — — — — -- — — H_H,,, i PROP CI-A2---------------� •------------------ LAT A2 STA: 29T00.00 SB VE ______ SMALLS 203 94. 65 EX RO'IJ SBLVEG----- ----- - - - - -_ INSTALL: 20' STA NOARD CURB INLET - c SnA- ON Ta E FG xl �c xr (EAST as nw Hs LAC: 739. 70' / PHIr=ONI E� a�r.nae IT E..cH ID�<nON LL „mow.`".... vw.l....-��. ^". A -,IT LATERAL A2 745 745 PROP Cl-A2 LAT A2 STA: 00.00.00 INSTAL_: 20' STANDARD CURB INLET T/C: 739. 70' EAST GROUND FL: 734. 95' PROP GR'UNp 100-YE - — R FCL 735 735 - LAT A2 24" CL III RCP / 40 _F F '.7% LAT A2 STA: 00.39. 54 TIE TO EXIST. 2-V RCP FL124'): 734.28' FL 166' ): 730. 78' 725 725 1100= 7.11 CFS GCAP= 29. 49 CFS 1100= 2.27 FPS Sf= 0. 00099 ft/ft �PtE�rfigslt Ir k PHNE N dos. nonoo 94218 212412.23 Ilrt G E � _ LILIL 9330LBIFzwI,SN 1156 �5!SoCME I DA,,,T... s75243 IW. IHPLFmm Repst LtI nNP 0EI �IY =RDJECT + D1531 IIASCD 110 76-H CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION NORMANDALE STREET AND LAS VEGAS TRAIL STORM DRAIN PLAN & PROFILE I Al FRALSAI &A2 o su�ET ie sa- OATF sHE r ; H I" 40' n4AYe011 C10.08 050 000Mo-ti-^^�^^^ c�eweo e LATERAL Al PROP CI_'I L<I Al SIA: 00.00.00 INSTALL: '0TYPE 2 CURB INLET T/ C: 738. 9O' 745 F L: 733. 9C' 745 EXIST GFC-ND PROF GROUND '00-YEAR HGL 7,551 1 735 d - L. Al CL III RCP 7 L 7 F C L27 LAT Al STA: 000.9 0 TIE TO EXIS -. RC FL124 733.40 FL166"): 729.90 725 725 0100= 3.14 CFS OCAP= 65.26 CPS F J100= 1. CO PS Sf= O.00C19 _t/ft Z JEAN ELE---,-', C)TRICAL., INIC, 821 E. Enon Avenue P 817-561-7400 B I Fort `North, Texas 76140 F 817-561-7403 tivww. beanele ctsica1. com TO: COFW 3 DATE: 3/17/2023 JOB: S NORMANDALE ST&LAS VEGAS TL ATTENTION: Brendan TRANSMITTAL: 5 Mclness RE: COFW 3 WE ARE SENDING YOU: ❑ Attached VIA: ❑ U.S. Mail ❑ Under Separate Cover ❑ Fax, Total No. of Pages: ❑ Other THE FOLLOWING ITEMS: ❑ Submittal ❑ Request For Proposal ❑ Request For Change 0 Request For ❑ Information ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ WE ARE SENDING YOU: ] For Approval ❑ ForYour Use ❑ ApprovedAs Submitted ❑ ApprovedAs Noted ] As Requested ❑ For Review ❑ Revise And Resubmit ❑ Rejected 7 ❑ ❑ ❑ REMARKS COPY TO: SIGNED: DATE: Bean Electrical, Inc. TECL 17979 Regulatedby The Texas Departmentof Licensing and Regulations, P.O. Box 12157, Austin, Texas 78711, 1 800 803 9202, 512 463 6599, website www.license.state.tx.us/complaints JEAN INCt 821 E. FAion Aveliue P 817-561-7400 B I Fort Worth, Texas 76140 F 817-561-7403 ,vww.beanelectrical.com Regarding: Service Pedestal voltage To: COFW 3 Attn: Brendan Mclness Request for Information RFI Number: 1 Date: 03/17/2023 Page 1 of 1 Job Site: S NORMANDALE ST&LAS VEGAS TL Requested By: Phone: E-mail: Jason Hess (817) 561-7400 jhess@beanelectrical.com Question(s): We are hereby submitting the following questions for your response. These issues have potential time and cost impacts. I meet with oncor onsite and the location of the service the only voltage they can supply us with is 120/240v and not 240/480 noted on the prints. I talked with Kourtney Davis and she was ok with that, it does not effect the cost or any work, will this be ok? Remarks/Suggestions: Answer(s): (For your convenience, you can "Reply" to the email with your response.) Please respond by: 03/20/2023 Jason Hess Bean Electrical Bean Electrical, Inc. Brendan Mclness COFW 3 TECL 17979 Regulated by The Texas Department of Licensingand Regulations, P.O. Box 12157, Austin, Texas 78711, 1800 803 9202,512 463 6599, website www.license.state.tx.US/COMDlaints REBCON, INC. 1868 W. Northwest Highway Dallas, Texas 75220 (972) 444-8230 Project: Location: Description: Date: Add 10' Curb Inlet Normandale and Las Vegas Trail Roundabout Fort Worth, Texas Remove concrete paving and install 10' Curb Inlet 3/15/2023 ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL EXISTING ITEMS 40 3349.5001 10' CURB INLET EA -1 $8,430.00 ($8,430.00) NEW ITEMS 40A 10' CURB INLET & CONCRETE REMOVAL EA 1 $15,448.00 $15,448.00 $0.00 $0.00 Total $7,018.00 Mr. McInnes, This pricing proposal is for performing work necessary to add a 10' curb inlet per City of Fort Worth Detail 33 49 20-D407. This inlet will be cast in place after existing concrete paving is removed. Total Calendar Days Requested: 3 Please contact me with any questions. Thanks, Z�Ia"'-7 Al Danny Krieg Rebcon. Inc. Encl: N/A Rebcon, Inc. Page 1 of 2 Date of Work TBD Project Name Normandale Roundabout Work Description: New 10' Inlet and Concrete Removal at Proposed Inlet Name Class Hours Reg OT Rate Reg. Sub Total Labor Burden Total Labor Project Manager $60 00 $0.00 0.35 $0 00 Foreman 2 $32 00 $64.00 0.35 $86 40 Operator 2 $24 00 $48.00 0.35 $64 80 Concrete Finisher $23 00 $0.00 0.35 $0 00 Skilled Labor 3 $20 00 $60.00 0.35 $81 00 Common Labor 3 $18 50 $55.50 0.35 $74 93 $18 50 $0.00 0.35 $0 00 $0.00 0.35 $0 00 Driver $26 00 $0.00 0.35 $0 00 2 Subtotal Equipment Cost(blue book or Rental Labor Markup (10%) Type Hours Rate Amount Total Labor $3071, $22 75 $329 8£ Case 580 Backhoe 3 $ 41 85 $125 55 $0 00 Ford F250 10' CURB INLEF & 2 $ 2704 $54 08 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 Sub -Total Equipment Cost $179 63 Equipment Markup (10%) Total EquipmentCost $17 96 $197 59 Summary of Cost Cost Amount Labor incl. travel & subst. $329 88 Equipment $197 59 Materials $39 60 Subcontractors $14,728 35 Bond 1 0% $152 95 Total Cost $15,448 37 Production Rate/Shift Plan Quantity 1 LS Total Number of Shifts 1 0 Shifts Total Unit Cost $15,448 37 LS Rebcon Project Number 2107 Material Cost Description Qty Price Amount Concrete Sealant 1 $36 00 $36 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 Subtotal $36 00 Material Markup 10 % $3 60 Total Material Cost $39 60 Subcontractor Cost Sub Description Qty Price Amount M-CO 10' Inlet 1 $13,452 00 $13,452 00 Reliable Sawcutting Demo Saw Min 1 $350 00 $350 00 Trucking Conc Haul HR 3 $75 00 $225 00 $0 00 $0 00 Subtotal Subcontractors Markup (5%) Total Subcontractors $14,027 00 $701 35 $14,728 35 REBCON, INC. 1868 W. Northwest Highway Dallas, Texas 75220 (972) 444-8230 Project: Location: Description: Date: Cure In Place Sanitary Sewer Option Normandale and Las Vegas Trail Roundabout Fort Worth, Texas Cure In Place Sanitary Sewer & Related Work 3/20/2023 ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL EXISTING ITEMS $0.00 NEW ITEMS Cure In Place Sanitary Sewer and Associated Work EA 1 $37,940.00 $37,94 .00 $0.00 \$00 Total 37,940. Mr. McInnes, This pricing proposal is for performing work necessary to perform cure in place sanitary sewer pipe installation per M-Co's change order and attached backup documentation. Total Calendar Days Requested: 15 Please contact me with any questions. Thanks, 7�1'a"P7 Danny Krieg Rebcon. Inc. Encl: N/A Rebcon, Inc. Page 1 of 1 Date of Work TBD Project Name Normandale Roundabout Work Description: Cure In Place Sanitary Sewer Option Hours Rate Sub Labor Total Name Class Reg OT Reg. Total Burden Labor Foreman Dperator oncrete Finisher $60 00 $0.00 0.35 $0 00 $32 00 $0.00 0.35 $0 00 $24 00 $0.00 0.35 $0 00 $23 00 $0.00 0.35 $0 00 $20 00 $0.00 0.35 $0 00 $18 50 $0.00 0.35 $0 00 $18 50 $0.00 0.35 $0 00 $0.00 0.35 $0 00 $26 00 $0.00 0.35 $0 00 2 Subtotal $0 00 Equipment Cost(blue book or Rental Type Hours Rate $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 Sub -Total Equipment Cost $0 00 Equipment Markup (10%) Total EquipmentCost $0 00 $0 00 Labor Markup (10%) $0 00 Amount Total Labor $0 00 Summaryof Cost Cost Amount Labor incl. travel & subst. $0 00 Equipment $0 00 Materials $0 00 Subcontractors $37,522 70 Bond 1 0% $375 23 Total Cost $37,897 92 Production Rate/Shift Plan Quantity 1 LS Total Number of Shifts 1 0 Shifts Total Unit Cost $37,897 92 LS Rebcon Project Number 2107 Material Cost Description Qty Price Amount $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 Subtotal 1 $0 00 Material Markup 10 % $0 00 Total Material Cost $0 00 Subcontractor Cost Sub Description Qty Price Amount M-CO CIPP 1 $35,735 90 $35,735 90 $0 00 $0 00 $0 00 $0 00 $0 $0 00 $0 00 $0 00 Subtotal Subcontractors Markup (5 . Total Subc ors ,73 6 80 $37,52 0 M-Co Construction Inc. P O Box 489 Springtown, TX 76082 Normandale street and Las Vegas Trail SSewer line L-6134 Owner, City of Fort Worth General Contractor Rebcon Change Order Request Ton Free 1-877-644-4892 Fax Toll Free 1-877-248-4892 Paint Repair - Station 1+99 - 4 inch service has separated at tee connection Insituform - Cure in place pipe Proposal Manhole pipe enlargement 6 inch to 8 inch QUANTITY DESCRIPTION Note: Pavement traffic control, sawing and pavement replacement by others. 1 Insituform - Cure in place pipe Proposal 1 Insituform - Additional Work Proposal - Mechanical Cleaning of Calcium 1 M-Co subcontractor 5% overhead Additional Work to prepare sewer line for Cure in Piace Pipe 1 Repair 4 inch service connection DATE 03/16/2023 PROJECT CODE NO. UNIT AMOUNT i iiiaini e9RR9e4QR f0FinEh tB 9In6h (Gtatien 9tQQ� Manhole being replaced per plan Note: We hive a pay item to replace this manhole. We can use that item and delete the the Enlarge manhole connection above at the owner option. 23.150.00 23,150.00 4,715.00 4,715.00 1,39325 1.39325 2.057.24 2.057.24 SUET OVERHEADICOST PROFIT 0.00 (6) Insituform January 3. 2023 Mr. Alford Main M-Co Construction 6816 Harmonson Rd North Richland Hills. TX 76180 1103 Posfwood Dr. Name Tim Petene Fax o4,-j,Jx-Qm Corinth. TX 76210 Phone 214-317-0950 Email 1pcir1 rc ,r m.uutimn cum www Insituform cool 5F# SO-00103848 Proposal Project Name City of Fort Worth, TX — Normandale Sanitary Sewer Line Repair 8" Repair of Sanitary Sewer Rehab by CIPP INSITUFORm TECHNOLoGIEs, LLC herein proposes to furnish a Proposal for all labor, materials equipment and services necessary to reconstruct the referenced protect. ASSUMPTIONS AND QUALIFICATIONS We have based this proposal on a nominal wall thickness for the Insitutube as shown in the price. This is based on the best available information at the time of this proposal. Existing pipe deterioration in excess of the conditions assumed, ground water loads in excess of those assumed or other loads or conditions may increase the recommended thickness for all or portions of the work. Final recommendations may be submitted to you following the completion of the preliminary TV phase of the project Stated prices are subject to adjustment if design changes are agreed upon Insituform submits this bid based on the plans and specifications furnished to it. Insituform's bid is expressly conditioned upon the negotiation of terms and conditions fair to Insituform. Insituform shall have no obligation to perform and shall not be bound by its bid until the execution of a mutually agreeable written contract or issuance of signed proposal. Laterals. During TV inspection all side sewers are verified. using best practical efforts. to determine if each is an active hook up. Normal practice only reinstates those, which are active. You may direct us to reinstate all or specific laterals as you desire. This proposal. unless otherwise stated. assumes that ail laterals will be reconnected internally using the Insilucutter. Specific service connections will not be reconnected only when written directions are received from the Owner. The Owner will indemnify and hold INSITUFORM TECHNOLOGIES, LLC harmless from all claims arising from backups and other effects of such actions or inactions from services not opened at the owner's request. In the event that Insituform is unable to locate or reconnect a service lateral internally, the Prime Contractor will externally reconnect the service at no cost to Insituform Water shall be provided at no cost to Insituform Technologies, LLC for all construction phases of this project The Prime Contractor shall furnish Insituform Technologies, LLC with required water meters and pay all associated fees deposits and charges. Insituform Technologies LLC will follow all required backftow prevention and metering procedures. The Prime Contractor will provide access to both ends of the Fines, traffic control (plans, permits, devices. flagmen), new manholes installed prior to CIPP, restoration. testing if required. and point repairs if needed. PROPOSAL PRICFNG PAY ITEM DESCRIPTION D0IA I T I APPROX. QUANTITY I U,M RICE I UNIT ESTIMATED 1 CIPP 8" up to 225 LF I 8` _ 60 1 1 1 LS 1 $23.150 00 S23.150,00 TOTAL $23.150.00 1 Note (6) Insituform March 17, 2023 Alford Main M-Co Construction Additional Work Proposal 1 Project Name: City of Fort Worth, TX — Normandale Sanitary Sewer Line Repair 8" Repair of Sanitary Sewer Rehab by CIPP (Insituform Job 182167) Alford, please see below for the additional pricing pay items related to mechanically cleaning the 8" sewer main on Normandale St. Mechanical cleaning is estimated to take one day to complete. All other terms and conditions will remain the same. Bid Item Descr! tion unit of Measure ctuanitity Price Subtotal C01.1 IMechanical Clean 8" Sewer Line Day 1 $ 4,715.00 $ 4,715.00 Upon review and approval, please sign and return via email to koravez@aegion.com. Please let me know if you have any questions. Accepted By: Signature: Date: Name Title Organization Respectfully, Kodiak O'Ravez Project Manager Insituform Technologies, Inc. Page 1 of 1 M-Co Construction Inc. P 0 Box 489 Springtown, TX 76C82 Toll Free 1-877-644-4892 Fex Toll Free 1-877-248-4892 Normandale street and Las Vegas Trail SSewer line L-6134 Owner: City of Fort Worth Generat Contractor, Rebcon Point Repair - Station 1+99 - 4 inch service has seperated at tee connection QUANTITY DESCRIPTION Note: Pavement traffic control, sawing and pavement replacement by others. UNIT Proposal DATE 03/16/2023 PROJECT CODE NO. AMOUNT Hourly Rate 'w/ insurance and taxes 50 Foreman 42.000 PER HR 58.38 291,90 5,0 Operator Rrf 24.000 PER HR 33.36 156.80 5.0 Utility Laborer RIT 19.600 PER HR 27.24 136.22 10,0 Common Laborer RIT 17 000 PER HR 23.63 23630 Equipment Hourly Rate 5 Charge for Vehicles (Foreman's pickup) 1921 96.05 5 Kubota Excavtor 63.48 317.40 5 Loader - Volvo L-60 49 51 24755 Material 1 Materal - 4 inch service connection 378.00 378.00 SUBTOTAL 1,870.22 OVERHEAD/COST PROFIT 10% _ 187.02 TOTAL $2,057.24 M-Co Construction Inc. P O Box 489 Springtown, TX 76082 Toll Free 1.877-644-4892 Fax Tall Free 1-877-248-4892 Normandale street and Las Vegas Trail SSewer line L-6134 Owner: City of Fort Worth General Contractor Rebcon Remove and Replace 6 inch pipe and 8x6 reducer at Manhole sta 3+00 Intersection of San Marcos and Normandale QUANTITY DESCRIPTION Note: Pavement traffic control, sawing and pavement replacement by others. 80 Foreman 8.0 Operator WT 80 Utility Laborer R1T 16.0 Common Laborer RIT Equipment 8 Charge for Vehicles (Foreman's pickup) 8 Kubota Excavtor 8 Loader • Volvo L-60 4 Concrete Core Sub -work 1 Epoxy repair manhole Material 1 Material - 8 inch pipe and Sleeve UNIT Hourly Rate 42 000 PER HR 24.000 PER HR 19.600 PER HR 17.000 PER HR Proposal DATE 03/16/2023 PROJECT CODE NO. AMOUNT 'w/ insurance and taxes 58.38 467.04 33.36 266.88 27.24 217.95 23,63 37808 Hourly Rate 19.21 15368 63.48 507.84 49.51 396,08 134.00 536,00 881 00 881.00 214-00 214.00 SUBTOTAL 4,018.55 OVERHEAD�COST PROFIT 10% 401.86 TOTAL $4,420.41 McInnes, Brendan From: King, Daphne <dking@geiconsultants.com> Sent: Tuesday, January 24, 2023 4:55 PM To: McInnes, Brendan Cc: Pratt, Hayden Subject: RE: Striping Issue CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Hi Brendan, I agree. We've reviewed the striping and it appears the quantity is approximately 490 LF (as called out on the plan sheet) instead of 180 LF (as identified on the bid tab). I'm available when you are ready to discuss any designer feedback. Thanks! I f 1 r I i • Z I �: ,_ ,.w r TAe bid ta4 measlxe To r qulainiq ih is way -which Is inco + cl...Ihls numbef • ` r w4wils 160 LF 'r ♦ r'r ^ � I . i '. ., l 7] A n e r � j � �Sw• ,ram �'� DAPHNE KING, PE Gr I _ Branch Manager C 214.753.8107 cell:972.322.2079 5646 Milton Street, Suite 500, Dallas, TX 75206 ° , (D - 1 Fl '� ",wl1�k TylElpf a-v Ni le�lltl,.l'i.� �.►i �I ai:i3; R`.ff LE6ER0 / (! SPEE9 IEl V t�[I�ea f �w.i ' i I � LINii ❑. r Thew quanlrties aryn nll•`'� � W. ... .$;i cgrfect 11 you add gll r•. ram.. rn.. of them up It equalsAYDEN , IA. k� , 07'. ty V � OEI Cfl�e�nj �r�' r� !oq+q r � ` � rMOn ['IIY Iy 1,M1 wn,R,ll-il�%hYY 'fin 41 Y d�Y TRASSP09TATIONA'YOPl1Rt.N WOKS r �• TRANSPORTATION PR 6RAUMTKC >•� 'Mtn' & ('APITAL PROIE('IS I11V1SI[1\ NORMAN RAU- STREET AND LAs VEcns TRAIL s rw.wwl sT IMPROVEML•'NT5 61 •, ao0, ,( W'KMW. AND PAVI''.4C� 111.5NA1.,: M AI WI[4•,1 SNI'P. la 1 From: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov> Sent: Tuesday, January 24, 2023 1:53 PM To: King, Daphne <dking@geiconsultants.com> Cc: Pratt, Hayden <hpratt@geiconsultants.com> Subject: [EXT] FW: Striping Issue EXTERNAL EMAIL Daphne, Can you please review and respond related to the quantity discrepancy. I have look at the plans and I agree it appears that quantity is missing but will need a response so we can add it to the Change Order as well as the designer evaluation for discussion at the end of the project. Thanks, Brendan McInnes, P.E. Project Manager Office: (817) 392-2817 From: Jim Schumann <Jim@rebcon.com> Sent: Tuesday, January 24, 2023 1:17 PM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov> Subject: Striping Issue CAUTION: This email originated from outside of the City of Fort Worth email system. Do not click any links or open attachments unless you recognize the sender and know the content is safe. Brendan, I received an email from our striping company. Item 29 appears to be wrong. The item states 180LF and sheet C12.01 calls out the footage for each location. Adding up each area it comes to 490 LF and not 180. Please let me know if you agree. Thank You, Jim Schumann 972-965-3681 Rebcon, LLC. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH,,., Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Normandale Street and Las Vegas Trail Improvements Change Order 03 M&C: 21-0850 CPN: 101591 CSO: 57193 DOC#: 1 Date: To: Name Department Initials Date Out 1. Alexiz Ramirez — BSP TPW - initial k May 22, 2023 2. Danny Krieg - Contractor Rebcon - signature - May 23, 2023 3. Habte Taezaz — Inspector TPW - signature e May 18, 2023 4. Brendan McInnes —Project Manager TPW - signature M May 18, 2023 5. Chad Allen — Program Manager TPW - signature May 23, 2023 6. Lissette Acevedo - Snr CPO TPW - signature May 24, 2023 7. Michael Owen — Interim Asst. Director TPW - signature o May 24, 2023 8. Lauren Prieur — Director TPW - signature May 24, 2023 9. Doug Black Legal - signature „b May 26, 2023 10. William Johnson CMO - signature �. May 27, 2023 11. Jannette Goodall CSO - signature May 30, 2023 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: ❑YES ®No RUSH: ❑YES ®No SAME DAY: ❑YES ❑No NEXT DAY: ❑YES ®No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return To: TPWContracts0forlworthtexas.4ov, for pick up when completed; list "Please call Brendan Cad ext # 2817 for questions. Thank you. " Updated 08.22.2022, mdhm