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Contract 59041-AR2
CSC NO. 59041-AR2 FORT WORTH, City of Fort Worth CMAR Construction Allowance Request Project Name (Cromwell Marine Creek Road Widening Improvements City Sec #59041 Project #(s) 101012 Date 11/5/2024 Cromwell Marine Creek Road widening from 2 lanes to 4 lanes divided roadway between Boat Club Road to Marine Description Creek Parkway and modifications to the roundabout at Marine Creek Parkway AR # 2 Contractor (Sundt Construction, Inc. City PM Alejandra Ayala City Inspector Dennis Rodgers NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE Original GMP Cost Previous GMP Final Plan Changes 20" Jack and Bore Invoiced Total Revised GMP Invoiced Total Preconstruction Phase LF 1 $120,000.00 $120,000.00 $120,000.00 $120,000.00 Early Work Package No.1 �EWP1.1 SWPP-Silt Fence LF 8280 $4.34 $35,935.20 $35,935.20 $35,935.20 1EWP1.2 Site Clearing AC 8 $9,076.44 $72,611.52 $72,611.52 $72,611.52 I EWP1.3 ROW Temp Fencing Crane/Hayco LF 4600 $11.75 $54,050.00 $54,050.00 $54,050.00 1 EWP1.4 ROW Temp Fencing East End LF 3680 $11.75 $43,240.00 $43,240.00 $43,240.00 �EWP1.5Established Control LS 1 $55,595.37 $55,595.37 $55,595.37 $55,595.37 EWP1.6 OfficeNard Setup LS 1 $193,955.30 $193,955.30 $193,955.30 $193,955.30 Reduced General Conditions MO 2 $ 71,475.37 $142,950.74 $142,950.74 $142,950.74 Insurance (Liability & BR) LS 1 $ 3,838.77 $3,838.77 $3,838.77 $3,838.77 Bonds LS 1 $ 3,230.97 $3,230.97 $3,230.97 $3,230.97 Fee % 0.0575 $ 605,407.87 $34,810.95 $34,810.95 $34,810.95 JEWP2.1 WP1- CMAR & General Work Items Mo 1 $1,107,600.56 $1,107,600.56 $1,107,600.56 $1,107,600.56 IEWP2,2 WP2- Removals, Earthwork, Subgrade (BV) is 1 $3,653,395.67 $3,653,395.67 $3,653,395.67 $3,653,395.67 JEWP2.3 WP3- Underground Water &WW(Venus)(LB) is 1 $1,662,804.47 $1,662,804.47 $1,662,804.47 $ 213,047.59 $1,875,852.06 JEWP2.4 WP4- Underground Storm (Sundt) Is 1 $7,044,662.90 $7,044,662.90 $7,044,662.90 $ 103,847.82 $7,148,510.72 JGMP1.1 WP5-Flatwork(Urban)(BV) Is 1 $2,678,330.17 $2,678,330.17 $2,678,330.17 $ (80,280.45) $2,598,049.72 JEWP2.5 WP6- Traffic Control (LB) Ls 1 $1,746,982.20 $1,746,982.20 $1,746,982.20 $1,746,982.20 IGMP1.2 WP7-Concrete Paving (Sundt)(BV) Is 1 $8,791,126.25 $8,791,126.25 $8,791,126.25 $ 67,355.31 $8,858,481.56 IGMP1.3 WP8- Illumination & Signals (Durable)(BV) Is 1 $3,564,831.24 $3,564,831.24 $3,564,831.24 $3,564,831.24 JEWP2.6 WP9-Erosion Control/Sodding (LB) Is 1 $863,286.07 $863,286.07 $863,286.07 $863,286.07 IGMP1.4 WP10 - Striping (Traffic Highway Maint) (LB) Is 1 $422,095.66 $422,095.66 $422,095.66 $422,095.66 JEWP2.7 WP11-Structures (BV) Is 1 $2,723,084.47 $2,723,0M.47 $2,723,084.47 $ 31,414.16 $2,754,498.63 General Conditions Mo 1.0 $4,782,448.17 $4,782,448.17 $4,782,448.17 $4,782,448.17 CMAR Contingency is 1 $1,512,258.00 $1,512,258.00 $1,512,258.00 $ (244,461.75) $1,267,796.25 Insurance to 1 $261,272.19 $261,272.19 $261,272.19 $ 585.54 $261,857.73 Sundt Performance & Payment Bond is 1 $219,904.08 $219,904.08 $219,904.08 $ 493.23 $220,397.31 5.75% Fee B 1 $2,359,459.72 $2,359,459.72 $2,359,459.72 $ 5,290.08 $2,364,749.80 Adjustments B 1 $0.00 $0.00 $0.00 $0.00 Utility Delay B 1 $259,984.14 $0.00 $259,984.14 $259,984.14 Owners Allowance Is 1 $852,379.67 $852,379.67 $592,395.53 $ (97,291.53) $495,104.00 Grant Total $45,006,140.31 $45,006,140.31 $ $ $45.006J40.31 Contract Time 858 Additional Days Requested 0 Revised Contract Time 858 MMiICATION (REASONS) FOR CONSTRUCTION ALLOWANCE IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: Furnish all labor and material as per attached proposed Construction Allowance Request (with attachments): Plan Changes - On June 13, 2024 and August 1, 2024, Burns & McDonnell issued new drawings. The Final Plan Changes column represents the cost impacts from GMP through those new drawings. This needs to be funded by the Owners Allowance as it is new scope of work. 20" Jack & Bore - A portion of the relocation of 20" DI pipe in the park area cannot be installed via open cut, as was planned in the GMP. This scope will now need to be jacked and bored to minimize damage to existing retaining walls and utilities. This needs to be funded by CMAR Contingency as it is a means & methods change. It is understood and agreed that the acceptance of this Construction Allowance Request 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 Construction Allowance Request. 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. Contractor's Company Name Contractor's Name r Signature I IDa 126 -1 Sundt Construction, Inc. Tammam H. Nashad Nov 8, 2024 Nov 12, 2024 ' cq ATTEST: o,*oe" e .d Jannette Goodall, City Secretary A°°cnn...... d CMAR Construction Allowance Request Dec 13, 2024 Date Page 1 of 1 N v 8, 2024 Dec 12, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX SUNDT November 5, 2024 Alejandra Ayala, P.E., Project Manager Transportation and Public Works Department 200 Texas Street Fort Worth, TX 76102 Reference Cromwell Marine Creek CMAR 101012 Subject: City of Fort Worth Allowance Request- Plan Changes; CMAR Contingency Request 20" Jack & Bore - Combined Dear Ms. Ayala, At your request, Sundt is resubmitting the Allowance Request for the Final Project Drawings and the CMAR Contingency Request for the 20" Jack and Bore. Following is a brief explanation of these two items. Final Project Drawing Changes — On December 12th, 2023, Sundt submitted its GMP on the above referenced project to the City of Fort Worth. The plans Sundt used for this GMP were dated November 2023 and were issued by Burns & McDonnell on November 9th, 2023. Since then, Burns & McDonnell has issued 3 sets of plan changes (June 13, June 30 and August 1, 2024) that have added or changed existing scopes which has resulted in cost impact to the GMP. These plan changes have resulted in an overall $97,291.53 increase to Sundt's GMP. As these changes were brought about by changes made by the City of Fort Worth's designer and Sundt had no knowledge of these changes prior to the GMP being submitted, Sundt respectfully requests these funds be transferred from the City of Fort Worth's Project Allowance to the appropriate cost and markup accounts within Sundt's GMP. 20" Jack and Bore and Valve - A conflict on the above referenced project has arisen that requires Sundt to move $244,461.75 from the CMAR Contingency account to cover a required change in the installation of the 20" waterline to be relocated north of the existing bridge and to add a 20" gate valve to isolate the nearby neighborhood. The means and methods we included in our GMP for this installation of the 20" DI pipe was by open cut trenching. However, this scope cannot be installed by open cut due to close proximity to existing retaining walls and existing Sundt Construction — 8445 Freeport Pkwy Ste 240, Irving, TX 75063 utilities yet to be relocated. As we have discussed, the amended means and methods will be by 36" jack and bore. Enclosed with this letter is a detailed breakdown of the cost impacts. We are looking into any time impacts these changes have created and will keep you apprised of any changes to the critical path should we require a time extension. We are available to meet and discuss this pricing at your earliest convenience. Should you have any questions or require further clarification, please do not hesitate to contact me. Respectfully, Tammam Nashad Project Manager Sundt Construction — 8445 Freeport Pkwy Ste 240, Irving, TX 75063 Final Plan Changes Explanation: The plan set used forthe GMP was revised on June 13th, June 3011 and August 1, 2024. The following documents reflect those cost impacts to the GMP. Final Project Drawing Changes — On December 12th, 2023, Sundt submitted its GMP on the above referenced project to the City of Fort Worth. The plans Sundt used for this GMP were dated November 2023 and were issued by Burns & McDonnell on November 9th, 2023. Since then, Burns & McDonnell has issued 3 sets of plan changes (June 13, June 30 and August 1, 2024) that have added or changed existing scopes which has resulted in cost impact to the GMP. These plan changes have resulted in an overall $97,291.53 increase to Sundt's GMP. As these changes were brought about by changes made by the City of Fort Worth's designer and Sundt had no knowledge of these changes prior to the GMP being submitted, Sundt respectfully requests these funds be transferred from the City of Fort Worth's Project Allowance to the appropriate cost and markup accounts within Sundt's GMP. Cromwell Marine Creek - Plan Set Changes - 6-13, W30, SIV20M 26124 I n Robens(5) I Adtletl Drive uced 2180 $ 15.00I$ 12,11111 S 65TDO $ Red Curb OF 1 61/59 I Added Concrete Flume (See 217/209) 1 OI 0 1 $ - 1 $ - 1 $ - 1 $ 69/67 through See26/2A above 0 120/118) 0 $ - $ - $ - $ Exirting ---,anGroutlimits 14]/145 changed 1 12/4- Remove 338 LF Grout 0 0 $ - $ - $ - $ 1 12/4- Remove l80 LF (2)48" 0 0 $ - $ - $ - $ 1 .-Reroove220 LF (2)64" 0 0 $ - $ - $ - $ 1 W13-Adtl259.5LF+270.12LFGrou[ 0 0 $ - $ - $ - $ 1 6/13-Add MLF 2146" 6 0 $ - $ 1 6/13-Add )00( �211., 0 0 $ - $ identified which trees to knock down and which trees to protect. Obrammos said no 153/I51 $impact Sundt to knock down trees, D Obraram,,Whaul Otf 0 $ - $ - $ - $ Cat D3 Dozer Cat 308 MimExc. Operators Matnx added of new SW and C Retaining 166/163A Walls(Wailingon BMCDto pro,,d, start/stop stations on terrain walls. 12/5-Sidewalk Retaining Walls 490 SF $ 84.00 $ (125,160.00) $ (2,503.20)1 $ Sidewalk Retaining Wall 3060 SF $ 70.00 $ 214200.00 $ 4,284.00 $ Mono Curb Wa0 550 LF $ 15.00 $ 8,250.00 $ 165.00$ Adtletl info to drawingthatwas already in 1]3/1]0 other drawings. No impact 0 0 $ - s - $ - I $ Adtletl wasacteady In 195/192I othercowings. Noimpfi,bol—iingth" I O 0 $ - I$ - I$ - $ 0M1 through Added Wbels to cedam driveways. No 0 214/207 changem grades. 0 $ - $ - $ - $ 1 217/209 I Added Concrete Flume 1 6001 SF 1 $ 20.001 $ 12,000.DD 1 $ 240.00 2211 11217 ugh Added reoundata, paAngdetalls. No D 228/217C impact. 0 $ - $ - $ - $ 230/219 throw h Adtletl gtlimensionsfur pavement D 2391228 steel steal reimorcmgandmints. 0 $ - $ - $ - $ Transitions (Added 473 FF) Mountable Curb (Added 300LF) $ - $ $ $ Added new detail"Existing Street -Adjacent 242/231 to Pavement Improvements" 0 D E - $ - I $ 255/2M through Deleted RW-03; Add Sloped Wall, 0 257/245A gabmus and handrail 0 $ - $ 1 12/5- Delete Rock Riprap 6/13-Add Rock mprap $ $ 12/5- Delete RW3 CIP Ret Wall -2406 IF $123.60 $ (297,381.60) $ (5,947.f3)1 1 12/5-Delete RW3 RaiITy C221 -277.5 LF $212.40 $ (58,941.DO $ (1,178.82)1 1 ]2/5-Delete RW3 Plpeuntlenlralns -277.5 LF $ 24.00, $ (6,660.00)/$ (133,20)1 1 12/5- Delete RW3 Graffiti Coating -3815 SF $ 2.71 $ (10,392.D6)I$ (207.84)1_ QW UOM UC Package Total 0 0 $ $ 1 0 0 $ $ 1 1 1 01 0 1 $ I I 0 0 $ I LLFF $ 1]8.0030,4..0306)00) $ 500 (143,0,0) 20 11 L $ 65.00 11 529.62LF $ Zoo 272 85 LF $ 58.00 4,930.00 1 126 IF $ 65.00 8,190.001 I I I 0 I I I 0 $ Wp7 Newlicope Qty UOM UC Package Total Qty UOM UC Package Total 0 0 $ $ - ILF $ 6.00 $ (294.00)f OI OI $ - I$ I I I I I 0 0$ $ 0 0 $ I 1$ 0 0 $ 1$ 0 0 $ 1$ 0 0$ $ 0 6s $ 0 0$ $ OI D I$ $ OI D $ CI DI DI $ 0 0 $ C 0 0$ 1 01 D 1$ 1 1 01 01$ - 0 0 $ C 0 0$ 0 0 $ $ 1 262.]B SV $ 98 15 0 0 $ $ 300 LF $ 9.00 0 0 $ $ I 01 D I$ E I I DI DI $ 0 1 -567 SV $ 192.00 (108,864.00)I 0 0 $ - 634.19 SV $ 192.00 $ 121,76448 0 0 $ I I I I I I EMENEEM �Fwm�� 1,087 98 842 69 1,150 82 6/13- Adtl Rlpmp(Conc) 5i n 130 CV $820.00 $ 106,600.00 $ 2,132.00 $ 108,73200 6/13-Add RalllHnd,,[)(Ty PR-11) $ - $ - $ - $ - 6/13-Add Gabions(3'x3')(Galy) 101 CV $470.00 $ 47,470.00 $ 949.40 $ 48,419.49 2711254E through Added PR--Hantlrail details. Nolmpact. 0 272/254F 0 $ - $ - $ - $ - $ - 12951276.51 Added Erasion Conlroldetads. No Impact I 01 0 I $ - Is - I $ - I $ I - $ - on top Added handrails of headwalls. No 296,2 I impact I 0 $ - I $ I $ $ I ChangChange 299/280 I made prlarto GMPi}A3) I OI 0 I $ - Is - Is - Is - $ - I 304/285 CaBetedelevmionson SD-A5;Changed through SD-454x4box;conetedelevatlons. No 0 306/287 impact - I 31U212 through See 255/244 0 31W293 0 $ - $ - S - $ - $ - 314/295 Canceled pipe saes. No Impact. CG I 0 I I accounted I= correct ame. bI $ $ Added handrails thdwalls. No 318/299 m-plot clea I O 0 $ - $ $ $ - Carted', Rl"elevaatiott nSD-F lbox. No 322/303 I O 0 $ - $ $ S - Changed RIM elevation on SD-F lbox and Inlet; changed pipe grade on SD-F1, as well 323/304 as depthofmlet. SD-Flinletwentfrom 0 2.92 to 4.75'. Noimpaclas per Oldcastle. 0 $ $ $ $ $ Added retell for CFW Storm Dmm mnhole 324/306 frame, cover and gradenngs No impact 0 0 $ $ $ $ $ ChangT 339/320 I DCTSCP4). NoDmpa tMDto I O 01 $ - I $ - I $ - $ - $ - 1971171 through Added dmeway on Bowman Roberts 12-25 0 538/519 to 13+25 R. See 26124 0 $ $ $ $ $ I Correctedd—ing byr—rtmgamimor I 541/522 image . No impact 0 0 $ $ $ $ $ - Removed detail D008"Watertghl, MH". No 543/524 impact. 0 0 $ - $ - $ - $ - $ - $ (T/,314.6 $ (1,546.29 $ - $ (78,860.95) Subs Slip 1.BOvo $ (1,419.50) CMAR Fee 5.]54 $ - SUMP Total I 0 0 New Scope $ - SP Marg/Cout 1111 $ 6],355.31 Self Perform SaIJ11NI Sub W P SP+Sub SubTo[a[ Insurance 0.644% Send 0.539% CMARFee 5.75% Total Tom[ I Is I I$ I$ I$ $ 59,529.55 $ 59,425.92 $ 101 $ 59,425.92 $ 303.Z63 $ 59,529.55 $ 59,529.55 $ 8,929.43 $ 8.929.43 $ 171,203.13 $ (80,280.45) $ 90,922.68 1 585.54 $ 49a 23 $ 5,290.08 $ 97,291.53 EquipmentWatch_ www.equipmentwatch.com All prices shown in US dollars ($) Rental Rate Blue Book® Caterpillar 308 CR Crawler Mounted Hydraulic Excavators Size Class: 6.5 - 8.4 mt Weight: N/A Configuration for 308 CR Horsepower 69.5 hp Operating Weight Power Mode Diesel Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost Ownership Costs Monthly Weekly Daily Hourly Published Rates USD $6,915.00 USD $1,935.00 USD $485.00 USD $73.00 Adjustments August 19, 2024 17730.0 Its; Estimated Operating FHWA Rate** Costs Hourly Hourly USD $18.33 USD $57.62 Region ( Texas: 97.9%) (USD $145.21) (USD $40.63) (USD $10.19) (USD $1.53) Model Year (2024: 100%) - - - - Adjusted Hourly Ownership - - Cost (1009/0) Hourly Operating Cost (100%) Total: USD $6,769.79 USD $1,894.36 USD $474.82 USD $71.47 USD $18.33 USD $56.79 Non -Active Use Rates Standby Rate Idling Rate Rate Element Allocation Hourly USD $19.23 USD $43.29 Element Percentage Value Depreciation (ownership) 31% USD $2,143.65/mo Overhaul (ownership) 41% USD $2,835.15/mo CFC (ownership) 17% USD $1,175.55/mo Indirect (ownership) 11% USD $760.65/mo Fuel (operating) @ USD 3.66 26.35% USD $4.83/hr Revised Date: 3rd quarter 2024 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book® Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for THOMAS VOSDOGANES (tjvosdogan@sundt.com) All material herein @ 2003-2024 Randall -Reilly All rights reserved. Page 1 of 1 EquipmentWatch_ www.equipmentwatch.com All prices shown in US dollars ($) Rental Rate Blue Book® Caterpillar D3 Standard Crawler Dozers Size Class: 85-104hp Weight: NIA Configuration for D3 Dozer Type Crawler Horsepower Operator Protection ROPSIFOPS Power Mode Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Monthly Weekly Daily Hourly Published Rates USD $8,205.00 USD $2,300.00 USD $575.00 USD $86.00 Adjustments August 19, 2024 r K� ------------- 104 hp Diesel Estimated Operating FHWA Rate** Costs Hourly Hourly USD $31.57 USD $78.19 Region ( Texas: 98.1%) (USD $155.90) (USD $43.70) (USD $10.93) (USD $1.63) Model Year (2024: 100%) - - - - Adjusted Hourly Ownership - - Cost (1009/0) Hourly Operating Cost (100%) - Total: USD $8,049.10 USD $2,256.30 USD $564.08 USD $84.37 USD $31.57 USD $77.30 Non -Active Use Rates Standby Rate Idling Rate Rate Element Allocation Hourly USD $22.87 USD $54.92 Element Percentage Value Depreciation (ownership) 29% USD $2,379.45/mo Overhaul (ownership) 49% USD $4,020.45/mo CFC (ownership) 13% USD $1,066.65/mo Indirect (ownership) 9% USD $738.45/mo Fuel (operating) @ USD 3.66 29.11% USD $9.19/hr Revised Date: 3rd quarter 2024 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Bookol Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for THOMAS VOSDOGANES (tjvosdogan@sundt.com) All material herein @ 2003-2024 Randall -Reilly All rights reserved. Page 1 of 1 From: Christopher E. Vizcarra Sent: Thursday, August 8, 2024 8:30 AM To: Bruce B. Bacon Subject: Tree removal work performed by Sundt Follow Up Flag: Follow up Flag Status: Flagged Morning Bruce, For the tree removal at the bridge that we performed on 7/19 we used 2 workers at 10 hours each and equipment a dozer D3 and an excavator cat 308 8 hours on each. Let me know if you need any other information. Thanks, Christopher Vizcarra Field Engineer c: 469.315.2791 w: Sundt.com a: 2620 S. 551h Street, Tempe, AZ 85282 SUNDT '71101 Skill. Grit. Purpose." TRANSPORTATION / INOOSTRIAL / BUILOING / CONCRETE URBAN INFRACONSTRUCTION mton INFRACONSTRUCTION MINORITY OWNED DBE & MWBE 526 NORTH BRITAIN ROAD IRVING TX, 75061 Quote From: ZACH KESLER Phone: 682-227-7056 Email: ZACH@URBANICONSTRUCT.COM Quote To: SUNDT Proiect Name: CROMWELL MARINE CREEK Attention: Pro iect Number: 101012 Email: Owner: CITY OF FORT WORTH Phone: Bid Date: Fax: Quote Date: 8/12/2024 231203R3 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1 Mobilization 1.00 LS 190,000.00 190,000.00 2 4" Conc. Sidewalk 121,284.00 SF 9.00 1,091,556.00 3 4" Conc Sidewalk, Adj Curb 2,438.00 SF 11.00 26,818.00 4 Conc Sidewalk, Adj Ret Wall 7,990.00 SF 12.50 99,875.00 5 Conc Curb at Sidewalk 2,180.00 LF 8.91 19,423.80 6 1 8" Conc. Driveway 20,604.00 SF 15.00) 309,060.00 7 Ramp, Type R-1 21.00 EA 3,200.00 67,200.00 8 Ramp, Type M-1 1.00 EA 3,200.00 3,200.00 9 Ramp, Type M-2 2.00 EA 3,200.00 6,400.00 10 Ramp, Type P-1 43.00 EA 3,200.00 137,600.00 11 Ramp, Type C-1 2.00 EA 4,000.00 8,000.00 12 Stamped Concrete (4") 8.00 SY 650.00 5,200.00 13 RIPRAP (CONC) (5 IN) 130.00 CY 820.001 106,600.00 1.4 ` 1u-11ML (ry,-,j (Y T\ J/7.VV Ll loV.VV VolLLV.VV 15 GABIONS (3'X3') (GALV) 101.00 CY 470.00 47,470.00 16 IFLUME 600.00 SF 20.00 12,000.00 17 Sidewalk Retaining Wall 3.060.00 SF 70.00 214,200.00 18 Mono Curb Wall 550.00 LF 15.00 8,250.00 GRAND TOTAL 2,421,072.80 NOTES: Lo Page 1 of 2 Zach Kesler Estimator Page 2 of 2 Project Name: Cromwell Marine Creek Rd CMAR Work Package: GMP Work Category: WC 4 - Underground Storm LINE ITEM BID ITEM I L DESCRIPTION I U ;M CONSTRUCTION, (TOTAL SUNDUNIT QTY PRICE 1 0170.0100 Mobilization LS 1 $ 696,000.00 $ 696,000.00 2 0241.3011 Remove 15" Storm Line LF 74 $ 20.00 $ 1,480.00 3 0241.3013 Remove 18" Storm Line LF 134 $ 22.00 $ 2,948.00 4 0241.3014 Remove 21" Storm Line LF 111 $ 27.00 $ 2,997.00 5 0241.3015 Remove 24" Storm Line LF 474 $ 29.00 $ 13,746.00 6 0241.3017 Remove 30" Storm Line LF 129 $ 34.00 $ 4,386.00 7 0241.3020 Remove 36" Storm Line LF 114 $ 45.00 $ 5,130.00 8 0241.3020 Remove 39" Storm Line LF 80 $ 45.00 $ 3,600.00 9 0241.3024 Remove 54" Storm Line LF 40 $ 70.00 $ 2,800.00 10 241.3025 Remove 60" Storm Line LF 71 $ 118.00 $ 8,378.00 11 0241.4101 Remove 10' Recessed Inlet EA 3 $ 2,466.00 $ 7,398.00 12 0241.4401 Remove Headwall/SET EA 30 $ 1,875.00 $ 56,250.00 13 9999 Remove 12" Storm Line LF 38 $ 18.00 $ 684.00 14 9999 Remove Drop Inlet EA 5 $ 1,577.00 $ 7,885.00 15 9999 Remove (2) 48" Storm Line LF 180 $ 58.00 $ 10,440.00 16 9999 Remove (2) 54" Storm Line LF 220 $ 65.00 $ 14,300.00 17 9999 Remove 52" Storm line LF 80 $ 83.00 $ 6,640.00 18 9999 Remove 5'X3' Storm Line LF 187 $ 77.00 $ 14,399.00 19 0241.2201 Remove 5' Storm Drain Manhole EA 6 $ 1,990.00 $ 11,940.00 20 9999 Grout/Abandon Existing Drainage LF 338 $ 178.00 $ 60,164.00 21 9999 Install/Rem Extend of 48" RCP @ Bowman Roberts LF 22 $ 642.00 $ 14,124.00 22 9999 Install/Rem Temp SET on 48" @ Bowman Roberts EA 1 $ 3,700.00 $ 3,700.00 23 3137.01 Large Stone Riprap, dry SY 2,523 $ 192.00 $ 484,416.00 24 3305.011 Trench Safety LF 8,800 $ 10.00 $ 88,000.00 25 3341.02 21" RCP, Class III EA 1,472 $ 195.00 $ 287,040.00 26 3341.021 24" RCP, Class III EA 5,076 $ 160.00 $ 812,160.00 27 3341.03 30" RCP, Class III EA 276 $ 257.00 $ 70,932.00 28 3341.031 36" RCP, Class III LF 896 $ 225.00 $ 201,600.00 29 3341.06 60" RCP, Class III LF 362 $ 772.00 $ 279,464.00 30 3341.12 5x3 Box Culvert LF 542 $ 550.00 $ 298,100.00 31 3341.16 9'x6' Box Culvert LF 68 $ 1,620.00 $ 110,160.00 32 3341.16 9'x5' Box Culvert LF 1,360 $ 1,185.00 $ 1,611,600.00 33 9999 Temporary Shoring for Phased 9x5 Box Culvert SF 1,552 $ 80.00 $ 124,160.00 34 3349.6 10' Curb Inlet EA 41 $ 14,000.00 $ 574,000.00 35 3349.5 20' Curb Inlet EA 3 $ 19,000.00 $ 57,000.00 36 3349 4' Storm Junction Box EA 21 $ 9,200.00 $ 193,200.00 37 3349.0002 5' Storm Junction Box EA 3 $ 13,570.00 $ 40,710.00 38 3349 6' Storm Junction Box EA 4 $ 17,258.00 $ 69,032.00 39 9999 10'x7' Multiple Box Culvert (2) LF 182 $ 1,745.00 $ 317,590.00 40 9999 STD TxDOT Headwall (PW-2) FOR (4) 9'X5' MBC EA 1 $ 92,630.00 $ 92,630.00 41 9999 STD TxDOT Headwall (PW-2) FOR (4) 9'X5' MBC (CL EA 1 $ 122,000.00 $ 122,000.00 42 9999 STD TxDOT Headwall (FW) FOR 60" RCP EA 2 $ 28,555.00 $ 57,110.00 43 9999 STD TxDOT Headwall (PW-2) FOR (4) 10'X7' MBC EA 1 $ 84,015.00 $ 84,015.00 44 9999 STD TxDOT Headwall (SW-0) FOR 9'X6' RCB EA 1 $ 42,000.00 $ 42,000.00 TOTAL QUOTE $ 6,966,308.00 Bid Opening ADJUSTMENTS 1 ADDITIONAL MOBILIZATIONS EA $ - 2 PR11 HANDRAIL LF 426 $ 100.00 Included above 3 9'X5' BOX CULV - WASTE SLAB CY 255 $ 307.22 $ 78,342.10 4 POTHOLE LS $ - 5 ROCK EXC LS $ 6 STORMWATER PUMP -OUT LS $ 7 STIR EXC LS $ 8 STR BKFL LS $ 9 PHASE SHORING (SOLDIER PILE) LS $ 10 $ Project Name: Cromwell Marine Creek Rd CMAR Work Package: GMP Work Category: WC 4 - Underground Storm TOTAL ADJUSTMENTS $ 78,342.10 BOND AND TEXTURA 1 2 BOND TEXTURA (0.22%, CAPS AT $5,000) % % 0 0 $ 7,044,650.10 $ 7,044,650.10 $ - $ TOTAL BOND AND TEXTURA $ - INSURANCE 1 2 SUNDT LIABILITY INSURANCE PROGRAM (SLIP) SUBCONTRACTOR DEFAULT INSURANCE (SDI) % % 0 0 $ 7,044,650.10 $ 7,044,650.10 $ $ TOTAL INSURANCE $ - TOTAL PACKAGE $ 7,044,650.10 ns AR-002 - Plan Changes 6-13, 30 and 8,2 2024 Existing RCP removal and Grout limits changed 12/4 - Remove 338 LF Grout 12/4 - Remove 180 LF (2)48" 12/4 - Remove 220 LF (2)54" 6/13 - Add 259.51-F + 270.12 LF Grout 6/13 - Add 85 LF (2)48" 6/13 - Add 126 LF (2)54" Deleted RW-03; Added Sloped Wall, gabions and handrail 12/5 - Delete Rock Riprap 6/13 - Add Rock Riprap 6/13 -Add Rail (Handrail) (Ty PR-1 1) PR-11 Handrail Identified which trees to knock down and which trees to protect. 1 Cat D3 Dozer Cat 308 MiniExc. Operators TOTAL REVISIONS LF LF -338 $ 178.00 $ (60,164.00) LF -180 $ 58.00 $ (10,440.00) LF -220 $ 65.00 $ (14,300.00) LF 529.62 $ 178.00 $ 94,272.36 LF 85 $ 58.00 $ 4,930.00 LF 126 $ 65.00 $ 8,190.00 SY -567 $ 192.00 $ (108,864.00) SY 634.19 $ 192.00 $ 121,764.48 LF 379 $ 172.50 $ 65,377.50 Sundt to knock down trees, Obraramos to haul off. Hrs 8 $ 136.00 $ 1,088.00 Hrs 8 $ 105.33 $ 842.64 Hrs 20 $ 57.55 $ 1,151.00 TOTAL PACKAGE 5, WITH REVISIONS 1 $ 7,148,498.08 Project Name: Cromwell Marine Creek Rd CMAR Work Package: GMP Work Category: WC 5 - Flatwork ITEM ITEM 1 ` A I CITY 1 UNIT PRICE TOTAL 1 0170.0100 Mobilization LS 1 $ 190,000.00 $ 190,000.00 2 3213.03 4" Conc. Sidewalk SF 121,284 $ 9.00 $ 1,091,556.00 I 3 3213.031 4" Cone Sidewalk, Adjacent to Curb SF 2,438 $ 11.00 $ 26,818.00 I 4 3213.032 Cone Sidewalk, Adjacent to Rat Wall SF 7,990 $ 12.50 $ 99,875.00 I 5 3213.032 Cone Curb at Back of Sidewalk LF 2,180 $ 9.00 $ 19,620.00 I 7 3213.05 Barrier Free Ramp, Type R-1 EA 21 $ 3,200.00 $ 67,200.00 I 8 3213.05 Barrier Free Ramp, Type M-1 EA 1 $ 3,200.00 $ 3,200.00 I 9 3213.05 Barrier Free Ramp, Type M-2 EA 2 $ 3,200.00 $ 6,400.00 I 10 3213.051 Barrier Free Ramp, Type P-1 EA 43 $ 3,200.00 $ 137,600.00 I 11 3213.051 Barrier Free Ramp, Type C-1 EA 2 $ 4,000.00 $ 8,000.00 I TOTAL QUOTE $ 1,650.269.00 ADJUSTMENTS 1 ADDITIONAL MOBILIZATIONS EA $ - 2 CONC RET WALL AT BACK OF SIDEWALK SF 1,490 $ 84.00 $ 125,160.00 1 3 RW3 CIP RETAINING WALL OPTION (SF) SF 2,406 $ 123.60 $ 297,381.60 1 4 RW3 RAIL TY C221 LF 277.5 $ 212.40 $ 58,941.00 1 5 RW3 PIPE UNDERDRAINS LF 277.5 $ 24.00 $ 6,660.00 1 6 RW3 ANTI GRAFFITI COATING SF 3,815 $ 2.72 $ 10,392.06 1 12 9999 Roundabout Stamped Concrete (4") BY 196 $ 650.00 $ 127,400.00 1 6 3213.04 8" Conc. Driveway SF 19,818 $ 15.00 $ 297,270.00 1 9 $ 10 $ TOTAL ADJUSTMENTS $ 923,204.66 BOND AND TEXTURA 1 2 BOND TEXTURA (0.22%, CAPS AT $5,000) % % 2.00% 0.22% $ 2,573,473.66 $ 2,573,473.66 $ $ 5,000.00 TOTAL BOND AND TEXTURA $ 57,499.00 INSURANCE 1 2 SUNDT LIABILITY INSURANCE PROGRAM (SLIP) SUBCONTRACTOR DEFAULT INSURANCE (SDI) % % 1.80% 0.00% $ 2,630,972.66 $ 2,630,972.66 $ 47,357.51 $ - TOTAL INSURANCE $ 47,357.51 TOTAL PACKAGE @ GMP I I 1 1 $ 2,678,330.17 AR-002 - Plan Changes 6-13, 30 and 8,2 2024 Added Driveway on Bowman Roberts (S) SF 2,180 $ 15.00 $ 32,700.00 12/5- Sidewalk RetainingWalls SF (1,490) $ 84.00 $ (125,160.00)1 Sidewalk Retaininq Wall SF 3,060 $ 70.00 $ 214,200.00 I Mono Curb Wall LF 550 $ 15.00 $ 8,250.00 I Added Concrete Flume SF 600 $ 20.00 $ 12,000.00 I 12/5 - Delete RW3 CIP Ret Wall SF (2,406) $ 123.60 $ (297,381.60)1 12/5 - Delete RW3 Rail Ty C221 LF (278) $ 212.40 $ (58,941.00)1 12/5 - Delete RW3 Pipe underdrains LF (278) $ 24.00 $ (6,660.00)1 12/5 - Delete RW3 Graffiti Coating SF (3,815) $ 2.72 $ (10,392.06)1 6/13 - Add Riprap (Conc) 5in CY 130 $ 820.00 $ 106,600.00 1 6/13 - Add Gabions 3'x3' Galv CY 101 $ 470.00 $ 47,470.00 TOTAL REVISIONS $ (77,314.6 BOND AND TEXTURA 1 2 BOND TEXTURA (0.22%, CAPS AT $5,000) % % 0.02 0 $ (77,314.66) $ (77,314.66) $ (1,546.29) $ TOTAL BOND AND TEXTURA $ (1,546.29) INSURANCE 1 2 SUNDT LIABILITY INSURANCE PROGRAM SUBCONTRACTOR DEFAULT INSURANCE % % 0.018 0 $ (78,860.95) $ (78,860.95) $ (1,419.50) $ TOTAL INSURANCE $ (1,419.50) TOTAL PACKAGE $ (80,280.45) TOTAL PACKAGE 5, WITH REVISIONS I I 1 1 $ 2,598,049.72 (Keep this a running total) Project Name: Cromwell Marine Creek Rd CMAR Work Package: GMP Work Category: WC 7 - Concrete Paving ITEM I ITEM 1 0170.0100 Mobilization 2 3213.011 10" Conc. Pvmt 3 3213.021 10" Conc Pvmt HES 4 3216.9999 6" Mono Curb 5 9999 Truck Apron Roll Curb 6 9999 Monolithic Median Nose (13-ft Median) 7 9999 Monolithic Median Nose (16-ft Median) 8 9999 Monolithic Median Nose (27-ft Median) OMI SUNDT CONSTRUCTION, INC. CITY UNIT PRICE TOTAL LS 1 $ 868,000.00 $ 868,000.00 LF 75,351 $ 98.75 I $ 7,440,911.25 LF 629 $ 125.00 $ 78,625.00 LF 36,518 $ 6.00 $ 219,108.00 LF 30 $ 139.00 $ 4,170.00 LF 19 $ 6,385.00 $ 121,315.00 LF 1 $ 8,050.00 $ 8,050.00 LF 1 $ 13,000.00 $ 13,000.00 TOTAL QUOTE $ 8,753,179.25 ADJUSTMENTS 1 ADDITIONAL MOBILIZATIONS EA $ 2 Stamped Concrete (Medians) SY $ - 3 Truck Apron Roll Curb LF 273 $ 139.00 $ 37,947.00 4 $ TOTAL ADJUSTMENTS $ 37,947.00 BOND AND TEXTURA 1 2 BOND TEXTURA (0.22%, CAPS AT $5,000) % % 0 0 $ 8,791,126.25 $ 8,791,126.25 $ $ TOTAL BOND AND TEXTURA $ - INSURANCE 1 2 SUNDT LIABILITY INSURANCE PROGRAM (SLIP) SUBCONTRACTOR DEFAULT INSURANCE (SDI) % % 0 0 $ 8,791,126.25 $ 8,791,126.25 $ $ TOTAL INSURANCE $ - ns - Plan Changes 6 TOTAL PACKAGE $ 8,791,126.25 Reduced Curb LF -49 $ 6.00 $ (294.00) 10" Concrete Pavment (Added 473 LF Transitions (aD_ 5' wide = 262.78 SY) SY 262.78 $ 98.75 $ 25,949.31 Truck Apron Roll Curb (Added 300 LF of Mountable Curb) LF 300 $ 139.00 $ 41,700.00 TOTAL REVISIONS & TRACKING I I I I $ 67,355.31 TOTAL PACKAGE 5, WITH REVISIONS $ 8,858,481.56 20" Jack and Bore Explanation: The GMP was based on open cut installation of the relocated 20" DI pipe north of the bridge. The eastern portion of this relocation cannot be installed via open cut due to close proximity to an existing retaining wall and existing utility lines. This is a means and methods change and is to be funded by the CMAR contingency. 20" Jack and Bore and Valve - A conflict on the above referenced project has arisen that requires Sundt to move $244,461.75 from the CMAR Contingency account to cover a required change in the installation of the 20" waterline to be relocated north of the existing bridge and to add a 20" gate valve to isolate the nearby neighborhood. The means and methods we included in our GMP for this installation of the 20" DI pipe was by open cut trenching. However, this scope cannot be installed by open cut due to close proximity to existing retaining walls and existing utilities yet to be relocated. As we have discussed, the amended means and methods will be by 36" jack and bore. This is a CMAR Contingency Draw (Means and Methods on Venus unable to install20" Water Line by open cut) Exisitng GMP Pricing New Pricing 0% Self -Perform Total Package Unit Price Total Cost Unit Price Total Cost Markup/Continge West Side Connection ncy Cost 1 Trench Safety -20"Water -225 LF $ 2.00 $ (450.00) $ $ $ $ 2 20" DIP Water -225 LF $ 342.00 $ (76,950.00) $ $ $ $ - 3 20" MJ Gate Valve 1 EA $ - $ $ 47,857.00 $ 47,857.00 $ $ 47,857.00 4 Remove 20" Water Line -225 LF $ 32.00 $ (7,200.00) $ $ $ $ - East Side Connection 36" Bore for 20" DIP STA 83+50 to 1 85+95 240 LF $ - $ $ 1,350.00 $ 324,000.00 $ $ 324,000.00 Per Justin Roberts - 8/29 - Includes carrier pipe, bore pits, backfill Open Cut 20" DIP STA 83+50 to 2 85+95 -240 LF $ 342.00 $ (82,080.00) $ - $ - $ $ - $ (166,680.00) $ 371,857.00 $ $ 371,857.00 New Scope $ 371,857.00 GMP Pricing $ (166,680.00) SP+Sub SubTotal $ 205,177.01 Sub Bond (2%) $ 4,103.54 Slip 1.80% $ 3,767.05 Insurance $ - Bond $ - Sundt Support $ 16,414.16 Wylie Re -Mobs $ 15,000.00 CMAR Fee 0.00% $ - p $ 244,461.75 �( 0 11AA VENUS C ON S T R U C T I ON Utility Contractors since 1967 1426 S. Main - P.O. Box 90 Mansfield, TX 76063 Off. 817-477-2050 Fax 817-473-9366 Venusconstruction.com CR#1 Date: 8/15/2024 Estimating molunk()venusconstruction.com Attention: Estimator Project: City of Fort Worth's Cromwell Marine Creek Rd Fort Worth Item No. Quantity Unit Item Description WEST SIDE CONNECTION 1 -225 LF Trench Safety - 20" Water 2 -225 LF 20" DIP Water 3 1 EA 20" MJ Gate Valve 4 -225 LF Remove 20" Water Line SUBTOTAL EAST SIDE CONNECTION 1 240 LF 36" Bore for 20" DIP STA 83+50-85+95 2 -240 LF 20" DIP Water - Open Cut SUBTOTAL TOTAL CR#1 Original Contract Value CR#1 Revised Contract Value Added Days X Developer Rep/Date Unit Price $2.00 $ $342.00 $ $47,857.00 $ $32.00 $ $1,350.00 $ $342.00 $ $ Total X Venus Construction Rep/Date NOTES: GROUTING EXCLUDED- BORE IS PRICED UTILIZING 36"X.625" STEEL CASING COATED INSIDE AND OUTSIDE PER COFW SPEC. (450.00) (76,950.00) 47,857.00 (7,200.00) (36,743.00) 324,000.00 (82,080.00) 241,920.00 205,177.00 1,638,231.00 205,177.00 1,843,408.00 7 From: Justin Roberts <jroberts@venusconstruction.com> Sent: Thursday, August 29, 2024 1:53 PM To: Bruce B. Bacon Subject: 24-015 Cromwell Marine Creek Attachments: 24-015 Cromwell Marine Creek CR#1 Rev2.pdf Afternoon, Bruce Please see attached. This should be easier for the city to follow and saves $18,000. Justin Roberts Sr. Project Manager Phone 817-477-2050 • Mobile 903-900-9017 Email: jroberts(a)venusconstruction.com 1426 S. Main Mansfield, TX 76063 www.venusconstruction.com in This e-mail transmission and any attachments that accompany it may contain information that is privileged, confidential or otherwise exempt from disclosure under applicable law and is intended solely for the use of the individual(s) to whom it was intended to be addressed. If you have received this e-mail by mistake, or you are not the intended recipient, any disclosure, dissemination, distribution, copying or other use or retention of this communication or its substance is prohibited. If you have received this communication in error, please immediately reply to the author via e-mail that you received this message by mistake and also permanently delete the original and all copies of this e-mail and any attachments from your computer. From: Bruce B. Bacon <bbbacon @sundt.com> Sent: Wednesday, August 28, 2024 4:02 PM To: Justin Roberts <iroberts@venusconstruction.com> Subject: [External] Cromwell Marine Creek Justin — I left a message on your VM earlier today. Do you have time to discuss the jack and bore estimate tomorrow? Thank you. Bruce B. Bacon Pre -Construction Manager o: 469.886.6618 c: 469.309.2340 w: Sundt.com 8445 Freeport Parkway Suite 240, Irving, Texas 75063 SUNDT Skin[ C,ic Pu pose TRANSPORTATION / INOUSTRIAI / BUILOING / CONCRETE This email has been scanned for spam and viruses. Click here to report this email as spam. I N I T, F _--- -- -I - -________.� ---- I S _------ _-_-_-_--- -- --_-r______•/ i �T L I I I I II I --- -`L � I i ' "ONTRACTOR TO ADJUST WATER VALVE RISER r-W STA 74-88.00 ONTRACTOR TO ADJUST WATER VALVE RISER I HAWKINS F MILY 30' FORT GRADE. REFER TO CITY OF Q CMCR STA 174.95. 87, 47.06' LT (,� D20414 EASEMENT I JOINT VE TURE I I TO PROPOSED GRADE. REFER TO CITY OF I I D204147820 i FORT WORTH DETAIL 33 12 20 D126 ADJUST WTR VALVE Vm L. 16665, 'PG. 229 FORT WORTH DETAIL 33 12 20 D126 C. R. T. C. T. F 44. 50' LT CMCR STA: 1ELEV.72 4 14, 35.5- LT ,EXIST. VALVE ELEV. 0.8 09 _ f! CMCR STA: 169'94. 88, -- EXIST. VALVE ELEV. 759. 35--------i PROP VALVE ELEV. 740. 84__________________ EXIST. VALVE ELEV. 759.75 PROP VALVE ELEV. 751.55 N 6995880.4082 w -- PROP VALVE ELEV. 757.31 N: 6995877. 8720 N E E 2305998.1386 N: 6995875.8480 E: 2305746.3810 E: 2305997.12/0 � .�, I- U L r-----._._._._._.I - -- - - - - - --- I- - ]I' � r - 'r-in-in point PROP zo" D[ wL 225 If to the east Q_ CMARINE CREEK HILLS I� 1 7" PVC MARINE CREEK HILLS and add 20" gate _ BLOCKS I THIRD 11 _ INST. >D_ 21818_4_ 0_4_2 SLID, 1252 C.R.T.C.T. __---_Ivalve. C.R.T.C.T. \ - 7 B 00--`L' - _] _Y 1'.- 4ROW EX ROW __- # _- III RMOXT-�___ - 4 Uy 17 17+00 \Q 17 49 - - � _L78'00_ve-- / ,I.----- BvPVC-0-_ CROMWELL MARINE CREEK RD --�- / 7 I _ ____ - �____ a -.-__� �. =�X ROW �l�f"1 pl .' _ _ _ __ _ -. _ .- ... _ LI � _____ EX ROW lu �I UTILITY EASEMENT Q -PROP TCE� I AJOR MANHOLE ADJUSTMENTS TO EXISTING 17391 PC245 u I SANITARY SEWER. REFER TO CITY OF LOT 1, BLOCK 1, EAGLE MOUNTAIN SAGINAW it I FORT WORTH DETAIL 33 39 10 D208 ELEMENTARY SCHOOL N0. 13 ADDITION, r i CL CMCR STA: 172+62.22, 31.71' RT LOT 66X, ELK M CAB. A, SLD 11779, C. R. T. C. T. r i EXIST. MH ELEV. 752.90 MARINE CREEK RANCH MINOR MANHOLE ADJUSTMENTS TO EXISTING m PROP MH ELEV. 751.16 CAB. A, SLD. 13097 SANITARY SEWER. REFER TO CITY OF I N: 6995800.68 80 C. R. T. C. T. FORT WORTH DETAIL 33 05 13 D219 `- E: 2305764.7700 CL CMCR STA: 717.70. 09, 61.64' LT EXIST. MH ELEV. 755.31 d PROP MH ELEV. 754.95 i I N: 6995770.4030 i E: 2305672.7620 i I I I I I I I i i I I i � I 1 � I Z-t� REVISIONS `g o.l 4r I oEscRxvrrory x HORIZONTAL M Rmrn••�D' SCALE: 1" = 40' 11,XSCALE: 1" = 80' 22"04" SCALE: 1" = 40' unrr c: 1. CONTRACTOR SHALL COORDINATE WITH THE CITY OF FORT WORTH WATER DEPARTMENT TO SCHEDULE CLOSING OR OPENING OF ALL VALVES. 2. EXISTING WATER TRANSMISSION LINES SHALL ONLY BE SHUT DOWN ONCE. TRANSMISSION LINES MAY NOT BE OUT OF SERVICE DURING THE HIGH DEMAND SEASON, DEFINED AS MARCH IST THROUGH DECEMBER IST OF EACH YEAR BUT IS SUBJECT TO CHANGE. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK TO ACCOMMODATE AVAILABLE SHUT DOWN TIMES. 3. CONTRACTOR SHALL ADJUST ALL EXISTING VALVE BOXES AND VAULTS TO FINAL GRADE. ALL WORK ASSOCIATED WITH ADJUSTMENTS TO FINAL GRADE SHALL BE SUBSIDIARY TO THE BID ITEM, AND NO SEPARATE PAYMENT SHALL BE MADE FOR INTERMEDIATE ADJUSTMENTS. W 4. REFER TO EXISTING UTILITY LAYOUT, ILLUMINATION PLANS, REMOVAL PLANS, AND DRAINAGE PLANS FOR SUPPLEMENTAL INFORMATION. F 3 a b Z 11149`2` 1J EX ROW J T IAI lTpv xssYskl Q Ir _oF llrf / ei 11 BURNS ,3w''iE 111001 R° 3 *-M&DONNELL'&LI'ERiNOFIRHOF-345 CI'Y PROJECJ 'lOIOl2 TRY PROJECT 'K-2669 WATER PROJECT •X-Z/S/4 SEWER PRO✓ECJ 'X-P]A4 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS INFRASTRUCTURE DESIGN & CONSTRUCTION GROUP CROMWELL MARINE CREEK ROAD y w UTILITY ADJUSTMENT PLAN U W STA 169+50 TO STA 179+00 SHEET 9 OF 13 3 DESIGNED DRI CALE IWRATE SHEET 40' JM tt/&2023 309 CHECKED hU' REFER SHEET 20-INCH ---- ADJUSTMENT P&P SHEET (520 & 521) FOR DETAILS I q Q 855� _--- _84 � PROP_20y" DI BL6—*-• 8 5 80-00 81 N p4 850X--- [ HtI VV__ C)_) EXISI EXIS1 n �_ut q 2 3 REVISIONS `g 4r PEscRxvrxory x HORIZONTAL 0' 40' 80, GCAL N I1"x17" SCALE: 1" = 80' 22"x34" SCALE: 1" = 40' N(1TF 5• 1. CONTRACTOR SHALL COORDINATE WITH THE / CITY OF FORT WORTH WATER DEPARTMENT TO j� SCHEDULE CLOSING OR OPENING OF ALL VALVES. 2. EXISTING WATER TRANSMISSION LINES SHALL ONLY BE SHUT DOWN ONCE. TRANSMISSION LINES MAY NOT BE OUT OF SERVICE DURING -------- -------- -� I / THE HIGH DEMAND SEASON, DEFINED AS MARCH IST THROUGH DECEMBER 1ST OF EACH ANDERSON PARK YEAR BUT IS SUBJECT TO CHANGE. o Move a' n ent to accommodate j CONTRACTOR IS RESPONSIBLE FOR CITY OF FORT WORTH xisf retain' wall and unlit COORDINATING THEIR WORK TO ACCOMMODATE 3 9 9 Y-----_-_-____-__L____-_-_-_-_-___-_-_-_-_-_-_,_-_-__J AVAILABLE SHUT DOWN TIMES. VOL. 13825,rt PG. 683 $; CIOSe Sto water Behd C.R.T.C.T. p j -ADJUST WTR VALVE 3. CONTRACTOR SHALL ADJUST ALL EXISTING rai acwm odate bore pit; I w� Jack a b e 240 If and tie in. WL STA. 86+62. 89 VALVE BOXES AND VAULTS TO FINAL GRADE. w Q CMCR STA. 186*60.34 ALL WORK ASSOCIATED WITH ADJUSTMENTS _ EXIST VALVE ELEV 723.23 TO FINAL GRADE SHALL BE SUBSIDIARY TO a IL 3 PROP VALVE ELEV 724. 69 THE BID -ITEM, AND NO SEPARATE PAYMENT w ww N 6995831. 9085 `0 SHALL BE MADE FOR INTERMEDIATE -50 -------851--- ------------ -- -' -I E 2307162.7286 `� ADJUSTMENTS. �8645 44 _ ________ ___ _T____ _ _-T� EX ROW o QLB // 00 R3+00 I n 4. REFER TO EXISTING UTILITY LAYOUT, _-_- _ —_— -_-_ _ W + ILLUMINATION PLANS REMOVAL PLANS, EX ROW M > "---' ------ �x 11S1+�-----`-�L---� - g�� -�-- � --�'=, AND DRAINAGE PLANS FOR SUPPLEMENTAL W 47 843 E`--`" - _ INFORMATION. 1w „ _REMOVE R� 5. TREES LOCATED WITHIN 75' OF THE IO, CROMWELL MARINE CREEK RD EXIST 20" DI WL� E / Q ANDE DI WL+ RSON PARK WORK LIMITS ARE TO F �;., ------ - - = BE RESERVED PER THE BARD GENERAL / t ----- "T----- - ----- ------_ _ g8tp0yR N�-✓1 NOTES, NOTE NUMBER 10. U i 18 +00 - 784+0C-' + 186+D0__-__—__-_---11 '00 1J a i .___________ ________-- _____ ____ __ ____ __ __ ------------------------- UTILITY, 91 G24M$ENT _ �_ ��___ _� _ _ _ __J -�-EX ROW- —�1- --©-- �--� �...: ... .. EX ROW Q _________________ I __ ...... !O/ of "r rwR $ _ xrilsA SIs ,Fsst sca•�%J WATER EASEMENT •fie D203401912 •pQ�G ♦ BURNS 33T3T NOEL RD 00 S M&DONNELL ENGTNE TX. TSEAB F �. •Q ErvG IrvEERI NG TIRu L-845 C qS _ -' CITY PROJECJ •lOIOl2 _ TRY PROJECT •K-2S69 WATER PROJECT •X-Z/94 � _ _ - � SEWER PRO✓ECJ •X-P]A4 DIAMETER TREE TREE WOHIN TREE WDHIN CITY OF FORT WORTH, TEXAS TAG NUMBER COMMON NAME SGENTMO NAME MULTIPLE AT BREAST WRXIN PROPOSED PROPOSED TRUNK HEIGHT EXLSTWG MAINTENANCE CONSTRUCTION TRANSPORTATION AND PUBLIC WORKS ROW AREA WORKSPACE 843 COTTONWOOD POPULUSDELTOIDES NO 14 _ 1 INFRASTRUCTURE DESIGN 844 COTTONWOOD POPULUSDELTOIDES NO 10 1 & CONSTRUCTION GROUP 845 COTTONWOOD POPULUSOELTOIDES NO 10 1 846 COTTONWOOD POPULUSDELTOIDES YES 11 1 847 COTTONWOOD POPULUSDELTOIDES YES 1] 1 sae COTTONWOOD POPULUSDELTOIDES NO 9 1 CROMWELL MARINE 0 bag COTTONWOOD POPULLSDELTOIOEs NO 3 1 CREEK ROAD Y 850 COTONW000 POPULUS DEITOIDES NO 6 1 W L 851 COTTONW000 POPULUS DELTOIDES YES 13 1 w r 853 CNWOOD POPULUS DELTOIDES NO 30 1 U 853 OTTOCOTTONWOOD POPULUS DE-1111 YES 10 1 W aw BLACK WLLOW SAUX NIGRA NO 45 1 UTILITY ADJUSTMENT PLAN OC OC 115 BLACK WILLOW SAUX NIGRA NO 10 1 STA 179+50 TO STA 188+50 � 856 HACKBERRY CELTIS LAEVIGATA NO 1 1 857 HACKBERRY CELTIS LAEVIGATA YES 15 1 SHEET 10 OF 13 W 8S8 HACKBERRY CELTIS LAEVIGATA NO 9 1 DESIGNED 2' 859 HACKBERRY CELTIS LAEVIGATA YES 28 1 DRI DALE 1'40' ATE SHEET TOTAL IBN 333 3 11 ; DRAWN JFM 11Z23 510 HE_ OR Project Name: Cromwell Marine Creek Rd CMAR Work Package: GMP Work Category: WC 3 - Water & Wastewater LINE BID DESCRIPTION UOM Venus Construction - Revised 12/08/23 ITEM ITEM QTY UNIT PRICE F TOTAL 1 0170.0100 Mobilization LS 1 $ 25,000.00 $ 25,000.00 2 .0241.1016 Remove 16" Water Line LF 100 $ 30.00 $ 3,000.00 3 .0241.1018 Remove 20" Water Line LF 1,164 $ 32.00 $ 37,248.00 4 .0241.1019 Remove 24" Water Line LF 345 $ 32.00 $ 11,040.00 5 .0241.2020, Remove 21" Sewer Line LF 88 $ 32.00 $ 2,816.00 6 .0241.2021. Abandon 21" Sewer Line LF 160 $ 122.00 $ 19,520.00 7 .0241.2201 Remove 5' Sewer Manhole EA 5 $ 650.00 $ 3,250.00 8 3303.0001 Bypass Pumping for Sewer Relocation LS 1 $ 132,000.00 $ 132,000.00 9 3305.0109 Trench Safety - 21" Sanitary Sewer LF 200 $ 2.00 $ 400.00 10 3331.4327 24" PVC ASTM F1803 Sewer Pipe LF 200 $ 361.00 $ 72,200.00 11 3339.11 5' Manhole EA 3 $ 16,500.00 $ 49,500.00 12 3339.11 5' Extra Depth Manhole VF 5 $ 350.00 $ 1,750.00 13 9999 Epoxy Manhole Liner VF 15 $ 700.00 $ 10,500.00 14 3301 Pre -CCTV Inspection LF 200 $ 4.00 $ 800.00 15 3301 Post -CCTV Inspection LF 200 $ 7.00 $ 1,400.00 16 3305.011 Manhole Adjustment, Major EA 6 $ 8,500.00 $ 51,000.00 17 3305.011 Manhole Adjustment, Minor EA 5 $ 2,500.00 $ 12,500.00 18 0241.2110 Sewer Abandonment Plug EA 6 $ 2,100.00 $ 12,600.00 19 3301.01 Manhole Vacuum Testing EA 3 $ 300.00 $ 900.00 20 3305.011 Trench Safety - 24" Water LF 294 $ 2.00 $ 588.00 21 3305.101 42" Casing By Open Cut LF 60 $ 682.00 $ 40,920.00 22 3305.2007 24" Water Carrier Pipe LF 60 $ 903.00 $ 54,180.00 23 3311.068 24" Concrete AW WA C303 Water Pipe (Restrained J< LF 308 $ 931.00 $ 286,748.00 24 3312.011 Connection to Existing 24" Water Main EA 2 $ 27,000.00 $ 54,000.00 25 3311.002 C303 Fittings LS 1 $ 58,000.00 $ 58,000.00 26 3305.0109 Trench Safety- 16" Water LF 114 $ 2.00 $ 228.00 27 3305.101 30" Casing By Open Cut LF 44 $ 682.00 $ 30,008.00 28 3305.2005 16" Water Carrier Pipe LF 44 $ 361.00 $ 15,884.00 29 3311.0548 16" Water Pipe, CLSM Backfill (Restrained Joints) LF 70 $ 607.00 $ 42,490.00 30 3311 Ductile Iron Water Fittings w/ Restraint TON 0.74 $ 17,000.00 $ 12,580.00 31 3312.011 Connection to Existing 16" Water Main EA 2 $ 9,600.00 $ 19,200.00 32 3305.0109 Trench Safety-20" Water LF 1,174 $ 2.00 $ 2,348.00 33 9999 20" DIP Water LF 1,174 $ 342.00 $ 401,508.00 34 3311 Ductile Iron Water Fittings w/ Restraint TON 1.35 $ 8,600.00 $ 11,610.00 35 3312.011 Connection to Existing 20" Water Main EA 2 $ 16,000.00 $ 32,000.00 36 9999 Adjust Existing Fire Hydrant EA 1 $ 1,500.00 $ 1,500.00 37 9999 Remove/Replace Existing Fire Hydrant EA 2 $ 13,000.00 $ 26,000.00 38 3305.0111 Valve Box Adjustment EA 18 $ 600.00 $ 10,800.00 39 9999 Adjust Existing Water Manhole EA 12 $ 4,500.00 $ 54,000.00 TOTAL QUOTE 1 1 $ 1,602,016.00 ADJUSTMENTS 1 2 ADDITIONAL MOBILIZATIONS EA $ $ TOTAL ADJUSTMENTS $ - BOND AND TEXTURA 1 2 BOND TEXTURA (0.22%, CAPS AT $5,000) % % 2.00% 0.22% $ 1,602,016.00 $ 1,602,016.00 $ 32,682.00 $ 3,533.00 TOTAL BOND AND TEXTURA $ 36,215.00 Project Name: Cromwell Marine Creek Rd CMAR Work Package: GMP Work Category: WC 3 - Water & Wastewater INSURANCE 1 2 SUNDT LIABILITY INSURANCE PROGRAM (SLIP) SUBCONTRACTOR DEFAULT INSURANCE (SDI) % % 1.50% 0.00% $ 1,638,231.00 $ 1,638,231.00 $ 24,573.47 $ - TOTAL INSURANCE $ 24,573.47 TOTAL PACKAGE $ 1,662,804.47 20IN Jack & Bore West Side Connection Trench Safety - 20" Water LF -225 $ 2.00 $ (450.00) 20" DIP Water LF -225 $ 342.00 $ (76,950.00) 20" MJ Gate Valve EA 1 $ 47,857.00 $ 47,857.00 Remove 20" Water Line LF -225 $ 32.00 $ (7,200.00) East Side Connection 36" Bore for 20" DIP STA 83+50 to 85+95 LF 240 $ 1,350.00 $ 324,000.00 Open Cut 20" DIP STA 83+50 to 85+95 LF -240 $ 342.00 $ (82,080.00) TOTAL REVISIONS $ 205,177.00 BOND AND TEXTURA 1 2 BOND TEXTURA (0.22%, CAPS AT $5,000) % % 0.02 0 $ 205,177.00 $ 205,177.00 $ 4,103.54 $ - TOTAL BOND AND TEXTURA $ 4,103.54 INSURANCE 1 2 SUNDT LIABILITY INSURANCE PROGRAM SUBCONTRACTOR DEFAULT INSURANCE % % 0.018 0 $ 209,280.54 $ 209,280.54 $ 3,767.05 $ - TOTAL INSURANCE $ 3,767.05 TOTAL PACKAGE $ 213,047.59 TOTAL PACKAGE 5, WITH REVISIONS $ 1,875,852.05 Project Name: Cromwell Marine Creek Rd CMAR Work Package: GMP Work Category: WC 11 -Structures LINE BID DESCRIPTION UOM SUNDT CONSTRUCTION, INC. ITEM ITEM I QTY I UNIT PRICE TOTAL 1 9999 MOBILIZATION LS 1 $ 270,000.00 $ 270,000.00 6 4236001 RETAINING WALL (MSE) SF 6,897 $ 91.00 $ 627,627.00 7 4326045 RIPRAP (MOW STRIP)(4 IN) CY 17 $ 1,165.00 $ 19,805.00 8 4506033 RAIL (TY C223)(HPC) LF 644 $ 200.00 $ 128,800.00 9 5566006 PIPE UNDERDRAINS (TP 6)(6 IN) LF 711 $ 30.00 $ 21,330.00 11 4006005 CEMENT STABILIZED ABUTMENT BACKFILL CY 98 $ 265.00 $ 25,970.00 13 4206020 CLASS C CONCRETE (ABUT)(HPC)(EXTEND) CY 51 $ 1,400.00 $ 71,400.00 14 4206030 CLASS C CONCRETE (CAP)(HPC) CY 51.6 $ 1,820.00 $ 93,912.00 15 4206038 CLASS C CONCRETE (COLUMN)(HPC) CY 17.8 $ 1,720.00 $ 30,616.00 16 4226004 REINFORCED CONCRETE SLAB (EXTEND SLAB)(H SF 11,592 $ 29.00 $ 336,168.00 17 4226012 BRIDGE MEDIAN (HPC) SF 1,044 $ 27.00 $ 28,188.00 18 4226014 BRIDGE SIDEWALK (HPC) SF 2,871 $ 19.50 $ 55,984.50 19 4226034 APPROACH SLAB (EXTEND)(HPC) CY 149 $ 675.00 $ 100,575.00 20 4256036 PRESTRESSED CONCRETE GIRDER (TX34) LF 1,396 $ 229.00 $ 319,684.00 21 4326002 RIPRAP (CONC)(5 IN) CY 52.8 $ 805.00 $ 42,504.00 22 4426007 STRUCTURAL STEEL (MISC NON -BRIDGE) LB 289 $ 30.00 $ 8,670.00 23 4506033 RAIL (TY C223)(HPC) LF 201 $ 225.00 $ 45,225.00 24 4546020 SEALED EXPANSION JOINT (4 IN)(SEJ-B) LF 100 $ 185.00 $ 18,500.00 25 4386001 CLEANING AND SEALING EXISTING JOINTS LF 60 $ 125.00 $ 7,500.00 26 9999 BRIDGE ACCESS LS 261 $ 298.00 $ 77,778.00 TOTAL QUOTE $ 2,330,236.50 ADJUSTMENTS 1 ADDITIONAL MOBILIZATIONS EA $ - 2 9999 REMOVE ABUTMENT CY 1 $ 1,200.00 $ 1,200.00 3 9999 REMOVE BRIDGE DECK SF 537 $ 41.00 $ 22,017.00 4 9999 REMOVE RAIL ON BRIDGE LF 233 $ 27.00 $ 6,291.00 5 9999 EMBANKMENT (FINAL) (DENS CONT)(MSE BACKFI CY 2,800 $ 70.00 $ 196,000.00 6 PERMANENT MATERIALS $ - 10 7406005 ANTI -GRAFFITI COATING (PERMANENT)(TP III) SF 5,511 $ 2.27 $ 12,509.97 12 4166004 DRILLED SHAFT (36 IN) LF 428 $ 360.00 $ 154,080.00 9 $ 10 S - TOTAL ADJUSTMENTS Is 392,097.97 BOND AND TEXTURA 1 2 BOND TEXTURA (0.22%, CAPS AT $5,000) % % 0 0 $ 2,722,334.47 $ 2,722,334.47 $ - $ - TOTAL BOND AND TEXTURA I I I I $ INSURANCE 1 2 SUNDT LIABILITY INSURANCE PROGRAM (SLIP) SUBCONTRACTOR DEFAULT INSURANCE (SDI) % % 0 0 $ 2,722,334,47 $ 2,722,334.47 $ - 1 $ TOTAL INSURANCE Is TOTAL PACKAGE I I 1 1 $ 2,722,334.47 Revisions MMM 20IN Jack & Bore Wylie Re -mobilization Remobilization Sundt Support Sundt support for jack and bore: incidentals @ the bridge impacted from changing to this means and method. EA 1 $ 15,000.00 $ 15,000.00 LS 1 $ 16,400.00 $ 16,414.16 TOTAL REVISIONS $ 31,414.16 TOTAL PACKAGE $ 31,414.16 TOTAL PACKAGE 5, WITH REVISIONS III $ 2,753,748.63 101012-CMAR-Cromwell Marine Creek Road Widening AR #2 Final Audit Report 2024-11-08 Created: 2024-11-08 By: Andrea Munoz (Andrea. M unoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAAZnvmpY7MgF2D_w6Z90N4x-HUO5znfDbO "101012-CMAR-Cromwell Marine Creek Road Widening AR #2" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-11-08 - 0:33:02 AM GMT- IP address: 204.10.90.100 Form filling automatically delegated to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) by Wendi Hedlund (wend i.hedlund@fortworthtexas.gov) 2024-11-08 - 0:49:37 AM GMT Document emailed to thnashad@sundt.com for signature 2024-11-08 - 0:49:38 AM GMT Document emailed to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) for filling 2024-11-08 - 0:49:38 AM GMT Document emailed to Wendi Hedlund (wendi.hedlund@fortworthtexas.gov) for filling 2024-11-08 - 0:49:38 AM GMT Document emailed to Alejandra.Ayala@fortworthtexas.gov for signature 2024-11-08 - 0:49:39 AM GMT Document emailed to Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) for signature 2024-11-08 - 0:49:39 AM GMT Email viewed by Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) 2024-11-08 - 0:50:07 AM GMT- IP address: 174.197.73.166 Agreement modified by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-11-08 - 1:02:59 AM GMT FORTW❑RTHg I Paw m"Y Adobe Acrobat Sign [t Agreement modified acknowledged by Wendi Hedlund(wend i.hedlund@fortworthtexas.gov) 2024-11-08 - 2:36:15 PM GMT Email viewed by Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) 2024-11-08 - 2:43:11 PM GMT- IP address: 204.10.90.100 Agreement modified acknowledged by Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) 2024-11-08 - 2:43:41 PM GMT Agreement modified acknowledged by Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) 2024-11-08 - 3:10:03 PM GMT Email viewed by Alejandra.Ayala@fortworthtexas.gov 2024-11-08 - 4:18:52 PM GMT- IP address: 204.10.90.100 12u Agreement modified acknowledged by Alejandra.Ayala@fortworthtexas.gov 2024-11-08 - 4:18:59 PM GMT Document e-signed by Alejandra.Ayala@fortworthtexas.gov Signature Date: 2024-11-08 - 4:19:23 PM GMT - Time Source: server- IP address: 204.10.90.100 Document canceled by Andrea Munoz (Andrea. M u noz@fortworthtexas.gov) 2024-11-08 - 5:57:18 PM GMT- IP address: 204.10.90.100 FORTW❑RTHg I Paw m"Y Adobe Acrobat Sign 101012-CMAR-Cromwell Marine Creek Road Widening AR #2 Final Audit Report 2024-12-06 Created: 2024-11-08 By: Andrea Munoz (Andrea. Munoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAAyHMfwOyHVKaxaWpbRAycxJnjuzWBHZcJ "101012-CMAR-Cromwell Marine Creek Road Widening AR #2" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-11-08 - 8:15:35 PM GMT- IP address: 204.10.90.100 Document emailed to thnashad@sundt.com for signature 2024-11-08 - 8:23:40 PM GMT Email viewed by thnashad@sundt.com 2024-11-08 - 9:05:26 PM GMT- IP address: 146.75.164.0 =; Signer thnashad@sundt.com entered name at signing as Tammam Nashad 2024-11-08 - 9:06:15 PM GMT- IP address: 107.128.226.171 Document e-signed by Tammam Nashad (thnashad@sundt.com) Signature Date: 2024-11-08 - 9:06:17 PM GMT - Time Source: server- IP address: 107.128.226.171 Form filling automatically delegated to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) by Wendi Hedlund (wend i.hedlund@fortworthtexas.gov) 2024-11-08 - 9:06:20 PM GMT P4 Document emailed to Jaylyn Harrelson (Jaylyn.Harrelson@fortworthtexas.gov) for filling 2024-11-08 - 9:06:21 PM GMT I24 Document emailed to Wendi Hedlund (wend i.hedlund@fortworthtexas.gov) for filling NIYza§ED]IVIUII-VA■Z!�•[el�•rr (cS© Form filled by Wendi Hedlund (wend i.hedlund@fortworthtexas.gov) Form filling Date: 2024-11-08 - 9:13:24 PM GMT - Time Source: server- IP address: 204.10.90.100 FORT WORTHS 1 Powered'y Adobe Acrobat Sign �-. Document emailed to Alejandra Ayala (Alejandra.Ayala@fortworthtexas.gov) for signature 2024-11-08 - 9:13:27 PM GMT f) Email viewed by Alejandra Ayala (Alejandra.Ayala@fortworthtexas.gov) 2024-11-08 - 10:25:06 PM GMT- IP address: 204.10.90.100 &0 Document e-signed by Alejandra Ayala (Alejandra.Ayala@fortworthtexas.gov) Signature Date: 2024-11-08 - 10:25:24 PM GMT - Time Source: server- IP address: 204.10.90.100 C'y Document emailed to Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) for signature 2024-11-08 - 10:25:27 PM GMT Email viewed by Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) 2024-11-12 - 7:39:03 PM GMT- IP address: 174.197.73.166 AG Document e-signed by Dennis Rodgers (Dennis.Rodgers2@fortworthtexas.gov) Signature Date: 2024-11-12 - 7:39:29 PM GMT - Time Source: server- IP address: 208.87.239.202 C-y Document emailed to Raul Lopez Roura (Raul.LopezRoura@fortworthtexas.gov) for filling 2024-11-12 - 7:39:38 PM GMT f) Email viewed by Raul Lopez Roura (Raul.LopezRoura@fortworthtexas.gov) 2024-11-12 - 7:45:17 PM GMT- IP address: 166.205.58.31 GS© Form filled by Raul Lopez Roura (Raul.LopezRoura@fortworthtexas.gov) Form filling Date: 2024-11-12 - 7:52:20 PM GMT - Time Source: server- IP address: 166.205.58.31 C-► Document emailed to Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) for filling 2024-11-12 - 7:52:26 PM GMT &0 Form filled by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) Form filling Date: 2024-11-18 - 7:38:52 PM GMT - Time Source: server- IP address: 204.10.90.100 C-y Document emailed to Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) for filling 2024-11-18 - 7:38:56 PM GMT 0.- Form filled by Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) Form filling Date: 2024-11-18 - 11:09:53 PM GMT - Time Source: server- IP address: 204.10.90.100 �-. Document emailed to Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) for filling 2024-11-18 - 11:09:57 PM GMT GS© Form filled by Lauren Prieur (Lauren. Prieur@fortworthtexas.gov) Form filling Date: 2024-11-19 - 2:44:35 PM GMT - Time Source: server- IP address: 204.10.90.90 P+ Document emailed to Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) for approval 2024-11-19 - 2:44:40 PM GMT FORTWORTH. Powered by Adobe Acrobat Sign Andrea Munoz (Andrea. M u noz@fortworthtexas.gov) added alternate approver Andrea Munoz (Andrea. Munoz@fortworthtexas.gov). The original approver Priscilla Ramirez (Priscilla.Ramirez@fortworthtexas.gov) can still approve. 2024-11-19 - 6:41:43 PM GMT- IP address: 204.10.90.100 Document emailed to Andrea Munoz (Andrea. M u noz@fortworthtexas.gov) for approval 2024-11-19 - 6:41:43 PM GMT Email viewed by Andrea Munoz (Andrea. Munoz@fortworthtexas.gov) 2024-11-19 - 6:42:08 PM GMT- IP address: 204.10.90.100 =; Document approved by Andrea Munoz (Andrea. Munoz@fortworthtexas.gov) Approval Date: 2024-11-19 - 6:42:19 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Douglas Black (Douglas. Black@fortworthtexas.gov) for filling 2024-11-19 - 6:42:20 PM GMT Email viewed by Douglas Black (Douglas. Black@fortworthtexas.gov) 2024-11-25 - 8:36:55 PM GMT- IP address: 166.205.58.17 Document canceled by Andrea Munoz (Andrea. Munoz@fortworthtexas.gov) 2024-12-06 - 8:13:21 PM GMT- IP address: 204.10.90.100 FORT WORTHS 1 Powered'y Adobe Acrobat Sign 101012-CMAR-Cromwell Marine Creek Road Widening AR #2 Final Audit Report 2024-12-12 Created: 2024-12-09 By: Andrea Munoz (Andrea. Munoz@fortworthtexas.gov) Status: Canceled / Declined Transaction ID: CBJCHBCAABAAbBl8WN-ADJiopEgB5MIAh4Ex3bST8Zx7 "101012-CMAR-Cromwell Marine Creek Road Widening AR #2" History Document created by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-12-09 - 2:44:05 PM GMT- IP address: 204.10.90.100 Document emailed to Douglas Black (Douglas.Black@fortworthtexas.gov) for filling 2024-12-09 - 2:53:34 PM GMT ,k Document shared with thnashad@sundt.com by Andrea Munoz (Andrea.Munoz@fortworthtexas.gov) 2024-12-09 - 6:27:28 PM GMT- IP address: 204.10.90.100 6e Form filled by Douglas Black (Douglas.Black@fortworthtexas.gov) Form filling Date: 2024-12-11 - 5:33:32 AM GMT - Time Source: server- IP address: 204.10.90.100 P+ Document emailed to Jesica McEachern Qesica.mceachern@fortworthtexas.gov) for signature 2024-12-11 - 5:33:35 AM GMT d© Document e-signed by Jesica McEachern aesica.mceachern@fortworthtexas.gov) Signature Date: 2024-12-12 - 9:25:48 PM GMT - Time Source: server- IP address: 204.10.90.100 40 Document approval automatically delegated to Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) by Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) 2024-12-12 - 9:25:50 PM GMT I24 Document emailed to Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) for approval NIYZIaPAPaNPUI6S0Z!�•IILI�•rr P+ Document emailed to Ronald Gonzales (Ronald.Gonzales@fortworthtexas.gov) for approval 2024-12-12 - 9:25:51 PM GMT FORT WORTHS 1 Powered'y Adobe Acrobat Sign ,) Email viewed by Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) 2024-12-12 - 9:26:12 PM GMT- IP address: 208.184.124.181 L* Document declined by Katherine Cenicola (Katherine.Cenicola@fortworthtexas.gov) Decline reason: There is no signature page attached. 2024-12-12 - 9:27:51 PM GMT- IP address: 208.184.124.181 FORT WORTHS 1 Powered'y Adobe Acrobat Sign FORTWORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Cromwell Marine Creek Road Widening AR #2 M&C: CPN: 101012 CSO: 59041 DOC#: Date: 11 /7/2024 To: Name Department Initials 1 Tammam Nashad — Sundt Contractor - Signature -rN thnashad(a)_sundt.com 2. Wendi Hedlund — Bus. Sup. TPW — Initial 3. Alejandra Ayala TPW - Signature Aar 4. Dennis Rodgers TPW — Signature aRL 5. Raul Lopez TPW — Initial --C-z 6. Lissette Acevedo TPW — Initial CA 7. Patricia Wadsack TPW — Initial PLW 8. Lauren Prieur TPW — Initial xX9 9. Doug Black Legal - Initial QF 10. Jesica McEachern CMO - Signature Co- 1 l . Jannette Goodall CSO - Signature 76 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNTURE: 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 X No RUSH: ❑ Yes X No SAME DAY: ❑ Yes ❑ No NEXT DAY: ❑ Yes ❑ No ROUTING TO CSO: X Yes Action Reauired: ❑ As Requested ❑ For Your Information X Signature/Routing and or Recording ❑ Comment ❑ File ❑ No ❑ Attach Signature, Initial and Notary Tabs FORTWORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Cromwell Marine Creek Road Widening AR #2 M&C: CPN: 101012 CSO: 59041 DOC#: Date: 11 /7/2024 To: Name Department Initials 1 Tammam Nashad — Sundt Contractor - Signature -rN thnashad(a)_sundt.com 2. Wendi Hedlund — Bus. Sup. TPW — Initial 3. Alejandra Ayala TPW - Signature Aar 4. Dennis Rodgers TPW — Signature aRL 5. Raul Lopez TPW — Initial --C-z 6. Lissette Acevedo TPW — Initial CA 7. Patricia Wadsack TPW — Initial PLW 8. Lauren Prieur TPW — Initial xX9 9. Doug Black Legal - Initial QF 10. Jesica McEachern CMO - Signature Co- 1 l . Jannette Goodall CSO - Signature 76 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNTURE: 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 X No RUSH: ❑ Yes X No SAME DAY: ❑ Yes ❑ No NEXT DAY: ❑ Yes ❑ No ROUTING TO CSO: X Yes Action Reauired: ❑ As Requested ❑ For Your Information X Signature/Routing and or Recording ❑ Comment ❑ File ❑ No ❑ Attach Signature, Initial and Notary Tabs