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Home My WebLink AboutContract 55427-CO3 CSC No. 55427-CO3 FORT WORTH. City of Fort Worth Change Order Request Project Name Kroger Drive Phase II(From Ray White to Park Vista Cir) City Sec# 55427 Client Project#(s) City Project Number 101015 Project Reconstruction of Kroger Drive from Ray White Road to Park Vista Circle and includes the fallowing:2°mill and overlay,10"concrete pavement,lime Description treated base,storm drain culvert extensions and headwalls,three signalized intersections,and concrete trail Contractora is a avmg, nc.- etas omm.construction, can Change Order# 3 Date F 3/25/2022 City Project Mgr. Brendan McInnes,PE City Inspector Eric Tinner Contract Time Dept. TPW Totals (CD) Original Contract Amount $3,211,162.73 $3,211,162.73 270 Extras to Date $618,808.51 $618,808.51 60 Credits to Date $386,091.05 $386,091.05 Pending Change Orders(in M&C Process) $0.00 Contract Cost to Date $3,443,880.19 $3,443,880.19 330 Amount of Proposed Change Order $75,981.06 $75,981.06 30 Revised Contract Amount $3,519,861.25 $3,519,861.25 360 Original Funds Available for Change Orders S385,339.53 $385,339.53 Remaining Funds Available for this CO $152,622.07 $152,622.07 Additional Funding(if necessary) CHANGE ORDERS to DATE(INCLUDING THIS ONE)AS%OF ORIGINAL CONTRACT 9.61% MAX ALLOWABLE CONTRACT AMOUNT(ORIGINAL CONTRACT COST+25%) $4,013,953.41 JUSTIFICATION(REASONS)FOR CHANGE ORDER Ex 8"water main relocation required due to actual clearance from bottom of proposed culvert extension being unacceptable. Cost of$9,919.34 for installing electrical power supply by TrFCounty Electric being added to contract as pass-through cost. Tri-County to invoice contractor and City to reimburse contractor plus 5%administrative fee for a total of$10,415.37. Tri-County invoice included the fallowing:Install 168 feet of single-phase overhead service wire,134 feet of single-phase underground trench,conduit, and cable,5 10KVA transformers and all associated units to serve 5 traffic lights.Includes retirement of 427 feet of single-phase overhead secondary line. 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. Contractor's Company Name ontractor(Name Contract Signature Reliable Paving,Inc. Jeremiah Brooks 8rc cv 04/07/22 Inspector/Inspection Supervisor Date Project and Contract Compliance Manager Date 04/07/22 �. � 04/07/22 �mwo„ �a „z� ,�o Program Manager Date Senior Capital Project Offc Date � - 04/08/22 04/11/22 Assistant Director(Dept) Date Director,Contracting Department(Dept) Date Lall LL,& 04/11/22 04/11/22 ow , Assistant City Attorney Date Assistant City Manager Date om a .zouzo �on 04/13/22 Dana doff _.o �r, 04/14/22 Council Action(if required) a9avpq M&C Number M&C Date Approved ATTEST: opt pORT�4 7ahhette C Goo a C ��Oo �o0. Ot'o� D Jannette Goodall,City Secretary pv8 0=� PpQ* *� OFFICIAL RECORD a44 T6XAgoQp CITY SECRETARY �bnaaa44 FT.WORTH,TX FORTWORTH City of Fort Worth !'' Change Order Additions Project Name Kroger Drive Phase II(From Ray White to Park Vista Cir) City Sec# 55427 Client Project# City Project Number 101015 Contractor Reliable Paving,Inc.-iejas omm.Gonstruction,bean pM Brendan McInnes, Inspecto EucTinner Change Order Submittal# O3 Date 3/25/2022 ADDITIONS ITEM DESCRIPTION DEPT Qty Unit Unit Cost Total rench Satety 11 3312.0117 Connection to Existing 4"-12"Water Main TPW 2.00000000 EA $3,220.00 Concrete Collar TPW 2.00000000 EA 153 0171.0101 Construction Staking TPW 1.00000000 LS $1,500.00 As-Built Survey TPW 1.00000000 LS 155 0241.1001 8"PVC Water Line Grouting TPW 6.00000000 CY $400.00 "Water Abandonment Plug TPW 2.00000000 EA 157 0241.1303 Remove and Salvage 8"Water Valve TPW 1.00000000 EA $600.06 Utility Markers TPW 1.00000000 LS 159 3305.0115 Vacuum Excavation TPW 2.00000000 EA $2,200.00 Ductile Iron Water Fittings w/Restraint TPW 0.40000000 TON 161 3311.0262 8"PVC(DR-14)WaterPipe TPW 105.00000000 LF $153.15 "Gate Valve TPW 2.00000000 EA 163 3312.3103 8"Cut-in Gate Valve TPW 2.00000000 EA $3,600.00 Imported Embedment/Backfill,CLSM TPW 80.00000000 CY 20 0241.0900 Remove Misc Conc Structure TPW 1.00000000 LS $363.04 Electric Co Power Supply TPW 1.00000000 LS TPW S75,981.06 Sub Total Additions Change Order Additions Page 2 of4 Foa_ T�H City of Fort Worth Change Order Deletions Project Name Kroger Drive Phase II From Ray White to Park Vista Cir City Sec# 55427 Client Project# City Project Number 101015 Contractor ReIimbla Paving,Inc.-Tejas Uomm Uonstruction bean PM Brendan McInnes,PE InspectorF EricTinner Change Order Submittal# O3 Date 3/25/2022 DELL I IONS ty Unit Unit Costo a TPW �iub I otal Deletions Change Order Deletions Page 3 of 4 M/SBE for this Change Order M/SBE Sub Type of Service Amount for this CO Total $0.00 Previous Change Orders co# DATE AMOUNT 1 8/6/2021 $78,060.85 2 11/9/2021 $154,656.61 Total $232,717.46 869Z-X b8ILZ-X (=' D visa}j2j oZ QVo2I3.LIHM hdiI Y OUA)II asd j 3 G UaDoux u. 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Section includes: 1. Controlled low strength material (CLSM)for use in the following: a. Flowable backfill B. Deviations from this City of Fort Worth Standard Specification 1. 1.2—Price and Payment Procedures C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 03 30 00 - Cast-in-Place Concrete 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item will be measured by the cubic yard of materials placed and verified by delivered concrete truck tickets. 2. Payment a. The work performed and the materials furnished in accordance with this Item will be paid by cubic yard. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. B. ASTM International(ASTM): 1. C31 - Standard Practice for Making and Curing Concrete Test Specimens in the Field. 2. C33 - Standard Specification for Concrete Aggregates. 3. C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 4. C 143 - Standard Test Method for Slump of Hydraulic Cement Concrete. 5. C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 6. C260 - Standard Specification for Air-Entraining Admixtures for Concrete. CITY OF FORT WORTH Kroger Drive Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 10 15 Revised December 20,2012 033413-2 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 2 of 7 7. C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Provide submittals in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product data B. Sieve analysis 1. Submit sieve analyses of fine and coarse aggregates being used. a. Resubmit at anytime there is a significant change in grading ofmaterials. 2. Mix a. Submit full details, including mix design calculations for mix proposed for use. C. Trial batch test data 1. Submit data for each test cylinder. 2. Submit data that identifies mix and slump for each test cylinder. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Materials 1. Portland cement: Type II low alkali portland cement as specified in Section 03 30 00. 2. Fly ash: Class F fly ash in accordance with ASTM C618. 3. Water: As specified in Section 03 30 00. 4. Admixture: Air entraining admixture in accordance with ASTM C260. CITY OF FORT WORTH Kroger Drive Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 10 15 Revised December 20,2012 033413-3 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 3 of 7 5. Fine aggregate: Concrete sand (does not need to be in accordance with ASTM C33).No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no plastic fines shall be present. 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. B. Mixes 1. Performance requirements a. Total calculated air content 1) Not less than 8.0 percent or greater than 12.0 percent. b. Minimum unconfined compressive strength 1) Not less than 50 psi measured at 28 days. c. Maximum unconfined compressive strength 1) Not greater than 150 psi measured at 28 days. 2) Limit the long-term strength (90 days)to 200 psi such that material could be re-excavated with conventional excavation equipment in the future if necessary. d. Wet density 1) No greater than 132 pounds per cubic foot. e. Color 1) No coloration required unless noted. 2) Submit dye or other coloration means for approval. 2. Suggested design mix Absolute Volume Material Weight Specific Gravity Cubic Foot Cement 30 pounds 3.15 0.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds 1.00 4.54 Coarse Aggregate 1,465 pounds 2.68 8.76 Fine Aggregate 1,465 pounds 2.68 8.76 Admixture 4-6 ounces - 2.70 TOTAL 3,543 pounds - 27.00 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Trial batch 1. After mix design has been accepted by Engineer,have trial batch of the accepted mix design prepared by testing laboratory acceptable to Engineer. 2. Prepare trial batches using specified cementitious materials andaggregates proposed to be used for the Work. 3. Prepare trial batch with sufficient quantity to determine slump,workability, consistency,and to provide sufficient test cylinders. CITY OF FORT WORTH Kroger Drive Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 10 15 Revised December 20,2012 033413-4 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 4 of 7 B. Test cylinders: 1. Prepare test cylinders in accordance with ASTM C31 with the following exceptions: a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the mix. b. Do not rod the concrete mix. c. Strike off the excess material. 2. Place test cylinders in a moist curing room. Exercise caution in moving and transporting the cylinders since they are fragile and will withstand onlyminimal bumping,banging, or jolting without damage. 3. Do not remove the test cylinder from mold until the cylinder is to be capped and tested. 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: a. Perform the capping carefully to prevent premature fractures. b. Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter than the test cylinders. c. Do not perform initial compression test until the cylinders reach aminimum age of 3 days. C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in accordance with ASTM C39 except as modified herein: 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to or greater than the minimum required compression strength,but not exceed maximum compression strength. D. If the trial batch tests do not meet the Specifications for strength or density, revise and resubmit the mix design, and prepare additional trial batch and tests. Repeat until an acceptable trial batch is produced that meets the Specifications. 1. All the trial batches and acceptability of materials shall be paid by the CONTRACTOR. 2. After acceptance,do not change the mix design without submitting a newmix design,trial batches,and test information. E. Determine slump in accordance with ASTM C143 with the following exceptions: 1. Do not rod the concrete material. 2. Place material in slump cone in 1 semi-continuous filling operation, slightly overfill,tap lightly, strike off, and then measure and record slump. CITY OF FORT WORTH Kroger Drive Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 10 15 Revised December 20,2012 033413-5 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 5 of 7 PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Place CLSM by any method which preserves the quality of the material in terms of compressive strength and density: 1. Limit lift heights of CLSM placed against structures and other facilities that could be damaged due to the pressure from the CLSM,to the lesser of 4 feet or the lift height indicated on the Drawings. Do not place another lift of CLSM until the last lift of CLSM has set and gained sufficient strength to prevent lateral load due tothe weight of the next lift of CLSM. 2. The basic requirement for placement equipment and placement methods is the maintenance of its fluid properties. 3. Transport and place material so that it flows easily around,beneath, orthrough walls,pipes,conduits, or other structures. 4. Use a slump of the placed material greater than 9 inches, and sufficient to allow the material to flow freely during placement: a. After trial batch testing and acceptance,maintain slump developed during testing during construction at all times within± 1 inch. 5. Use a slump, consistency,workability, flow characteristics, and pumpability(where required) such that when placed,the material is self-compacting, self-densifying, and has sufficient plasticity that compaction or mechanical vibration is not required. 6. When using as embedment for pipe take appropriate measures to ensure line and grade of pipe. 3.5 REPAIR [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. General 1. Make provisions for and furnish all material for the test specimens, and provide manual assistance to assist the Engineer in preparing said specimens. 2. Be responsible for the care of and providing curing condition for the test specimens. B. Tests by the City 1. During the progress of construction,the City will have tests made to determine whether the CLSM,as being produced, complies with the requirements specified herembefore. Test cylinders will be made and delivered to the laboratory by the Engineer and the testing expense will be borne by the City. 2. Test cylinders a. Prepare test cylinders in accordance with ASTM C31 with the following exceptions: CITY OF FORT WORTH Kroger Drive Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 10 15 Revised December 20,2012 033413-6 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 6 of 7 1) Fill the concrete test cylinders to overflowing and tap sides lightly to settle the mix. 2) Do not rod the concrete mix. 3) Strike off the excess material. b. Place the cylinders in a safe location away from the construction activities. Keep the cylinders moist by covering with wet burlap,or equivalent. Do not sprinkle water directly on the cylinders. c. After 2 days,place the cylinders in a protective container for transport to the laboratory for testing. The concrete test cylinders are fragile and shall be handled carefully. The container may be a box with a Styrofoam or similar lining that will limit the jarring and bumping of the cylinders. d. Place test cylinders in a moist curing room. Exercise caution in moving and transporting the cylinders since they are fragile and will withstand only minimal bumping,banging, or jolting without damage. e. Do not remove the test cylinder from mold until the cylinder is to be capped and tested. f. The test cylinders may be capped with standard sulfur compound or neoprene pads: 1) Perform the capping carefully to prevent premature fractures. 2) Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter than the test cylinders. 3) Do not perform initial compression test until the cylinders reach a minimum age of 3 days. 3. The number of cylinder specimens taken each day shall be determined by the Inspector. a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 except as modified herein. b. The compression strength of the cylinders tested at 28 days shall be equal to or greater than the minimum required compression strength,but not exceed maximum compression strength. 4. The City will test the air content of the CLSM. Test will be made immediately after discharge from the mixer in accordance with ASTM C231. 5. Test the slump of CLSM using a slump cone in accordance with ASTM C143 with the following exceptions: a. Do not rod the concrete material. b. Place material in slump cone in 1 semi-continuous filling operation, slightly overfill,tap lightly, strike off, and then measure and record slump. 6. If compressive strength of test cylinders does not meet requirements,make corrections to the mix design to meet the requirements of this specification. CITY OF FORT WORTH Kroger Drive Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 10 15 Revised December 20,2012 033413-7 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 7 of 7 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Kroger Drive Phase II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 10 10 15 Revised December 20,2012 McInnes, Brendan From: Steven Lancaster <Steven@reliablepaving.com> Sent: Wednesday, March 16, 2022 12:29 PM To: Lopez, Raul; McInnes, Brendan; Michael Terry; Marty Murphy Cc: Allen, Chad A; callen@tejasconstruction.net; Tinner, Eric L Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict Attachments: Equipment Cost.pdf 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. Raul While I understand the procedures that you are required to follow, I am really concerned about how much time it costs to a project that is already behind I had used the Subs equipment Cost and backed it into the rate in my summary Basically it Covered an Excavator, with a Concrete Breaker, A rubber wheel Loader,Two Lowbed trips for Delivery and 2 to Collect, and Fuel for both pieces of equipment for 3 Days I have run the same calculation with Rates from Rental One, and it shows the Subs price to be lower Steven Lancaster For Reliable Paving, Inc. From: Lopez, Raul [mailto:Raul.LopezRoura@fortworthtexas.gov] Sent:Tuesday, March 15, 2022 5:18 PM To: Steven Lancaster<Steven@reliablepaving.com>; McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov>; Michael Terry<mterry@reliablepaving.com>; Marty Murphy<Marty@reliablepaving.com> Cc: Allen, Chad A<Chad.Allen@fortworthtexas.gov>; cal len@tejasconstruction.net;Tinner, Eric L <Eric.Ti nner@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8"water line conflict Stephen, The City agrees that construction cost has increased within the last 6-9 months and we want to be fair to the contracting community. Having said that, I realize the attentive review of schedules and cost proposals may seem unprecedented. As a result of a recent audit, there has been a request by City management and auditors to improve on all project documentation, with an emphasis on change orders. We are comfortable with most everything Reliable has submitted for the subject change order except: 1. Backhoe hourly cost— Please provide evidence of the Blue Book Rate or rental contract for documentation 2. There seems to be disagreement on the volume of CLSM needed so we can pay it as a separate item by the CY, to be documented by truck tickets If you can provide number 1 above we will be ready to review and move forward so Reliable can maintain momentum. Feel free to contact me if you have any questions. Regards, Raul E. Lopez, P.E. Program Manager 1 Department of Transportation and Public Works Arterials - Capital Delivery Division Office: 817.392.2457 Email: raul.lopez(aJortworthtexas. oovv 2RRTLW()RTE{, !Ill.11lllil' la rL LL LI 41 k11Lia I k City of Fort Worth— Working together to build a strong community. How am i doing?Please contact my supervisor.martin.phillips(ap-fortworth texas.gov From: Steven Lancaster<Steven@reliablepaving.com> Sent:Tuesday, March 15, 2022 10:19 AM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov>; Michael Terry<mterrv@reliablepaving.com>; Marty Murphy<Marty@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.eov>; Allen, Chad A<Chad.Allen@fortworthtexas.eov>; callen@teiasconstruction.net Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict 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/ Raul I understand that you feel that you need to protect the City from being over charged on changes The original Bid was submitted 14 months back Material cost have increased by 30%or more and labor by 50% Also apparently the City does not provide additional Mobilization items to compensate our sub-contractor The original conflict with the headwalls was brought up in October last year and it has taken 4 months to get revised plans Approved and a change order started. The costs I submitted to you are in line with prices received from our sub-contractor and in line with current pricing Also with current work loads and lead times for materials it is likely that this work will not start until about a month after the Change Order is issued Attached is the latest round of Fuel Surcharges received from Concrete Suppliers and most of them have already notified us of Price Increases varying between $12.00 and $15.00/CY from April Can we please get this finalized and move forward Steven Lancaster For Reliable Paving, Inc. 2 From: McInnes, Brendan [mai Ito:Brendan.McInnes@fortworthtexas.gov] Sent:Tuesday, March 15, 2022 9:35 AM To: Steven Lancaster<Steven@reliablepaving.com>; Michael Terry<mterrv@reliablepaving.com>; Marty Murphy <Marty@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov>; Allen, Chad A<Chad.Allen@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict Can you provide support documentation for the cost of the following by invoice or quote. Pump Truck @ $750ea Grout/Flow Fill @ $127.00/CY Fittings @ $4560/TN Backhoe @ 220.00/hr We will also likely pull the CLSM to a separate item to separate it to pay for the amount placed as the takeoff exceeds the estimated quantity of approximately 45CY and will allow a better tracking of used amounts. Thanks, Brendan McInnes, P.E. Project Manager Cell: (979) 220-0385 From: Steven Lancaster<Steven@reliablepaving.com> Sent:Tuesday, March 15, 2022 8:48 AM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov>; Michael Terry<mterrv@reliablepaving.com>; Marty Murphy<Marty@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov>; Allen, Chad A<Chad.Allen@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict 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 Attached updated Change Order Request#3 for the revisions to the Water Mains With corrections and backup as requested Steven Lancaster For Reliable Paving, Inc. From: McInnes, Brendan [mai Ito:Brendan.McInnes@fortworthtexas.gov] Sent: Friday, March 11, 2022 12:14 PM To: Steven Lancaster<Steven@reliablepaving.com>; Michael Terry<mterrv@reliablepaving.com>; Marty Murphy <Marty@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov>; Allen, Chad A<Chad.Allen@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict I wanted to check in on getting this information as well as the requested information for the Ray White ped pole so we can get these Change orders reviewed. Thanks, 3 Brendan McInnes, P.E. Project Manager Cell: (979) 220-0385 From: McInnes, Brendan Sent:Tuesday, March 1, 2022 1:31 PM To: Steven Lancaster<Steven@reliablepaving.com>; Michael Terry<mterrv@reliablepaving.com>; Marty Murphy <Marty@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov>; Allen, Chad A<Chad.Allen@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict Steven, Can you provide an explanation for the need to revise pricing instead of overrunning quantity of existing item 11 & 17 for review.Also, can you provide a more detailed breakdown of the materials and cost associated with item 155, 160, 161 for further review. Thanks, Brendan McInnes, P.E. Project Manager Cell: (979) 220-0385 From: Steven Lancaster<Steven@reliablepaving.com> Sent:Wednesday, February 23, 2022 1:37 PM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov>; Michael Terry<mterrv@reliablepaving.com>; Marty Murphy<Marty@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov>; Allen, Chad A<Chad.Allen@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict 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 Attached pricing for the Water Line Revisions I have changed the engineers quantity for Item 155 Water Line Grouting, as the Minimum grout delivery is 6CY Also we will need to discuss a time extension of at least 15 days for this installation and more time for the period taken for the Engineers Plan design and approval from the water department, Change order processing and lead times for the required materials.This conflict has been in play since October 2021 Steven Lancaster For Reliable Paving, Inc. From: McInnes, Brendan [mai Ito:Brendan.McInnes@fortworthtexas.gov] Sent:Tuesday, February 22, 2022 3:00 PM To: Michael Terry<mterrv@reliablepaving.com>; Steven Lancaster<Steven@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict I wanted to check in on the status of this pricing request. Thanks, 4 Brendan McInnes, P.E. Project Manager Cell: (979) 220-0385 From: McInnes, Brendan Sent: Friday, February 11, 2022 9:20 AM To: Michael Terry<mterry@reliablepaving.com>; Steven Lancaster<Steven@reliablepaving.com> Cc: Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: FW: CPN 101015 Kroger drive/storm drain/8" water line conflict Michael, Attached are the revised waterline sheets revisions that have been approved and will need contractor pricing so we can add the work with a change order. Thanks, Brendan McInnes, P.E. Project Manager Cell: (979) 220-0385 From:Jonathan Ireton <jireton@pkce.com> Sent: Friday, February 11, 2022 9:11 AM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov> Subject: RE: CPN 101015 Kroger drive/storm drain/8" water line conflict 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. Here is the latest sheets and the items we need prices for. Jonathan Ireton, PE Senior Project Manager iireton@pkce.com Pacheco Koch a Westwood company O:817.412.7155 M: 432.270.8765 pkce.com•westwoodps.com 5 Breakdown of Large Equipment Cost Based on Rental quote 220 Excavator 3 Days $ 780.00 $ 2,340.00 Deliver& Pickup 2 EA $ 425.00 $ 850.00 Wheel Loader 3 Days $ 650.00 $ 1,950.00 Deliver& Pickup 2 EA $ 185.00 $ 370.00 Fuel 315 Gal $ 4.50 $ 1,417.50 $ 6,927.50 Excavators run 100 Gal/Day 75%Utilization 225 Wheel loades run 50 Gal/day 60%Utilization 90 ��t � � ?. ■ � Page: � i.,<,a�,.. A DIVISION OP HSNTAL DNS Remit To: P.O. BOX 489 2440 HIGHWAY 287 N COLLEYVILLE, TX 76034 MANSFIELD, TX 76063 817-473-2420 817-545-8999 Customer: 1772 . RELIABLE PAVING INC 1903 N PEYCO DR QUOTE ARLINGTON, TX 76001 Contract #• . 1363777 Contract dt. 3/16/22 Date out. . . . 3/16/22 11:33 AM Est return. . 3/18/22 11:33 AM Job Site: Job Loc. . . . . KROGER DR AND ROY WHITE, F RELIABLE PAVING INC KROGER DR AND ROY WHITE Job No. . . . . . 254 RELIABLE PAVING P.O. #. . . . . . FORT WORTH, TX 76244 Ordered By. . STEVEN C# : 817-467-0779 J# : 817-467-0779 Terms. . . . . , . Net 10 Days Qty Equipment # Min Day Week 4 Week Amount 1 EXCAVATOR 221 780 . 00 780 . 00 2400 . 00 5100 . 00 1560 . 00 6808712 1 TEXAS UNIT PROPERTY TAX 1 . 77 1 . 77 5 . 45 11 . 58 3 . 54 SALES ITEMS: Qty Item number Unit Price 1 DIESEL-MV-TAX EA 23 . 400 23 .40 TEXAS DIESEL OR MOTOR VEHICLE TAX DELIVERY CHARGE 425 . 00 PICKUP CHARGE 425 . 00 Sub-total : 2436 . 94 Tax: 198 . 83 Total. : 2635 . 77 IF THE EQUIPMENT DOES NOT WORK MULTIPLE SHIFTS OR CUSTOMER IS RESPONSIBLE FOR PROPERLY,NOTIPY THE OFFICE AT ONCE OVERTIME RATES MAY APPLY REFUELING.DAMAGES OR REPAIRS 1. LossfDamaga Waiver`12%of gross rental chargeslwai be charged unless customer is a commarciat account which elects to provide its own insurance coverage under Paragraph 13 to Follow.Lossl0amage Waiver is f IDT INSURANCE and does not cover upset,overturned,lire or overhead damage or accessory items regardtess of faue_ 2. CvElDmee must call to release equipment and is responsible for released equipment until it Is piked up. 3. Customer is fusty responsiblo for the theft of items rented. 4. Materials purchased not reiumabla without rior a proval and recelpl.Returns SubjeCi to a reslooking fee. I have had the opp��orlunityY to rear�the�e fps and cop0jons on Ooih sides aF this agreement.I ave received and understand the safely 1nstruclions on the operation of the etiutpmertt 1 am renting. have received a comp ete copy of this agreement an agree to the terms and con Icons on both sides. (Carefully read the terms and conditions on the reverse side of this page) X CUSTOMER SIGNATURE DATE NAME PRINTED DELIVERED BY DATE Terms:NET 10 DAYS y ri Page : 1 0 A DIVISION OF RENTAL ONE Remit To: P.O. BOX 489 2440 HIGHWAY 287 N COLLEYVILLE, TX 76034 MANSF'IELD, TX 76063 817-473-2420 817-545-8999 Customer: 1772 RELIABLE PAVING INC QUOTE 1903 N PEYCO DR Q ARLINGTON, TX 76001 Contract #. . 1363776 Contract dt, 3/16/22 Date out. . . . 3/16/22 11:27 AM Est return. . 3/18/22 11: 27 AM Job Site: Job Loc. . . . . KROGER DR AND ROY WHITE, RELIABLE PAVING INC KROGER DR AND ROY WHITE Job No. . . . . . 254 RELIABLE PAVING p 0 FORT WORTH, TX 76244 Ordered By. . STEVEN C# : 817-467-0779 J# : $17-467--0779 Terms. . , . . . . Net 10 Days Qty Equipment Min Day Week 4 Week Amount 1 WHEEL LOADER 3 CUBIC YARD 650 . 00 650 . 00 1825. 00 4500 . 00 1300 . 00 7008768 1 TEXAS UNIT PROPERTY TAX 1 . 48 1 , 48 4 . 14 10 . 22 2 . 96 SALES ITEMS : Qty Item number Unit Price 1 DIESEL-MV- TAX EA 19 . 500 19 . 50 TEXAS DIESEL OR MOTOR VEHICLE TAX DELIVERY CHARGE 185 . 00 PICKUP CHARGE 185 . 00 Sub-total : 1692 .46 Tax: 137 .78 Total : 1830 .24 IF THE EQUIPMENT DOES NOT WORK MULTIPLE SHIFTS OR CUSTOMER IS RESPONSIBLE FOR PROPERLY,NOTIFY THE OFFICE AT ONCE OVERTIME RATES MAY APPLY REFUELING,DAMAGES OR REPAIRS 1. LosslDamaga Waive:112%of gross rental chargos)will be charged unless customer is a commercial account which erects to provide its own insurance coverage under Paragraph 13 to lobow.Lossloamage Waiver is NOT INSURANCE and does not.cover upset,overturned,tine or overhead damage or accessory items regardless of fault. 2. Cusfoml?t must oil to release equipment and is responsible for released equipment until it is picked up. 3. Customer is fully responsible for the theft of items rolled. 4. Materials purchased not ratumable withoelpn or approval and receipt.Returns subject to a restockingfee. I have ha a 0gp&�artunitv to read ifle elms and cofidit'ons on oth sides If this a reement,I ave received and understand. the saf ty instructions on the operation a�the equlpmer5t I am renting I nave receweq a complete copy ar this a�eement an agree to the terms and conditions on�th sitles. (Carefully read the terms and conditions on the reverse side of this page) X CUSTOMER SIGNATURE DATE NAME PRINTED DELIVERED BY DATE Terms;NET 10 DAYS C( PCCP ConcretePumping,L.P. - Po Box 137064 ° Fort Worth, TX 76136 Central Concrete Pumping Pricing 2022 BOOMPUMPS 20 Meter—52' $170lhour-$680 minimum 47 Meter 141' $2,701yard $2101hour- $840 minimum $3.00 yard 34 Meter—98' $1701hour- $680 minimum 58 Meter 165' $2.701yard $2501hour- $1000 minimum $3.951yard 39 Meter—114' $180/hour—$720 minimum $2.801yard 1 hour travel charge to Tarrant,Parker and Dallas County • Additional travel charges will apply to other counties • 3% fee for credit card payments 10% Fuel Surcharge Phone:817.237.9050 ■ Texas:800.745.PUMP ■ Fax:817.237.6573 ■ E-mail:irfo@centralpumping.com , ARRAS ?' L.M C 4ce CR �`v�' March 7, 2022 To Our Valued Lattimore Customers: All of you are acutely aware of the current events occurring both locally and on a global scale which have caused the dramatic increase in fuel prices. As of the end of February, based on the current U.S. Energy Information Administration's table for Texas, diesel fuel had reached $3.91 per gallon, and continues to climb. As a result, Lattimore Materials Corp is experiencing a dramatic cost increase in all of our inbound logistics as well as our own deliveries and can no longer continue to absorb these costs. Historically, fuel surcharges have been included as part of our quotes and contracts. Effective March 14, 2022, per our Standard Terms and Conditions of Sale,ALL existing work, as well as all new quotes and contracts, will be charged a fuel surcharge at a rate of$50.00 per load to offset these additional costs to the business. As this is a very dynamic situation in which we find ourselves, fuel rates will be monitored in the EIA Tables the last Tuesday of each month. At that time, should prices continue to dramatically change, the fuel surcharge rates will be revisited and Lattimore will react accordingly to equitably adjust them. Additionally, as trucking shortages have also had a significant impact to the business, we must also review our short load fees as well as our practices with Pump Primer. As of March 14, 2022 we will increase our short load fee to $600 for any load under 5 yds (not to include 1 tag load beyond the last full load of an order) and adjust our Pump Primer price to $400 per yard. While inflation and fuel prices continue to impact our business daily, Lattimore Materials truly values your business and is committed to remaining your supplier of choice in the ready mix industry. Our sales team members are available and ready to meet with you to address any needs or specific concerns you may have. We thank you for your continued support and business. Drew Brown Bill Hickle Ron Simons LMC Commercial Sales Manager LMC Residential Sales LMC Hwy/Civil Sales James Rainbolt Kent Pendley President—Tarrant Concrete Tarrant Concrete Sales Manager tic-inn b CONCRETE March 9,2022 Dear Valued SRM Customer: We would like to express our appreciation for you and your continuous business with Smyrna Ready Mix Concrete.Our success would not have happened if it was not for our loyal customers. We strive to build long lasting partnerships with our customers and pride ourselves in knowing your success is our success. For years,SRM Concrete has offered exceptional service along with quality concrete to meet your needs.We surround ourselves with great people and excellent equipment to ensure the service we provide remains unmatched.You and others alike know the value and importance of exceptional service and that it cannot be replaced. Ail businesses,ours included,is now being faced with unprecedented fuel costs.Far many years we have tried to keep our fees as low as possible,but with the recent increase in fuel costs,we are forced to increase our fuel and environmental surcharges. Effective April 1,2022,there will be a$40.00 per load fuel and environmental surcharge on all concrete deliveries. We will continue to honor existing quoted projects. We sincerely appreciate your business and look forward to the many opportunities we will have to grow together in our future endeavors. Sinc 1 i ingshead hief Executive Officer 1000 Hollingshead Circle .Murfreesboro,IN 37129 •smyrnareadymix corn (615)355-1028 •(615)242-3064 0 caarlcyj- March 10,2022 To Our Valued Customers: We want to thank you for your business and continued loyal support. We understand you have a choice in concrete providers and we sincerely appreciate every yard of concrete that has been purchased from us. Because of the unprecedented rise in fuel costs,we have no choice but to institute a fuel surcharge. Effective Monday,March 14 2022 there will be a fuel surcharge of$50.00 per delivered load of concrete. This is for ALL existing work as any future work. As a reminder, it is imperative that you keep your account current to prevent service disruptions with the high demand for concrete. If you do not keep your account current or on the agreed terms,the account will be placed on hold and a finance charge will be assessed each month. As always,we are committed to making your experience better every time you choose us. Please let us know if you have any questions or comments concerning your experiences with Charley's Concrete Co. Sincerely, J Brent Pennington President,CCHC,LLC, General Partner P.O. Sox 1106 • Keller • Texas • 76244 e 817-623-6300 • www.charleysconcrete.com ELIABLE PROPOSALI, 1903 N.Peyco•Arlington,Texas 76001 Phone 817 467-0779 - FAX 817 467-9148 INC' c � c � P B il-TONr � Proposal Number: 82212 j3usass Proposal Date: Mar 14, 2022 Page: 1 City of Fort Worth City of Fort Worth 200 Texas St. Kroger Drive Ph fE Fort Worth , Tx 76102 from Ray White to Park Vista Fort Worth, TX Description Amount Change Order Request#3 for Construction of Kroger Drive Phase I I -City Contract#55427 Total Change Order Request for Revisions to Water Plans 65,177.50 Subtotal 65,177.50 Sales Tax TOTAL PROPOSAL AMOUNT 65,177.50 I.GENERAL TERMS Unless Rellable and the customer have dpmssy agreed that a funp sum f bcad price Is to in paid Ilse customer urd"tards that the above quolad sum And quartilias am eslimated oniy.II Reliable and the,cusiomef have rid nomad to such all customer ageas to pay Relable based upon stated paces and actual w.orkperomtad. Payment le rite Immediately upon remip:of Reliable's hvote.If Ratable hasagreed to the payment of progress draws,thenthese payments shell be male weekly based on the pelceriage of work Completed by Releblethe previnis week- If the work performed try Reliable aentinu%for morn than me month,then the customer agrees to make payments m orbefore the 10%city of the month.based Art the work performed In the prior month.Such payments shall W based onthe e: All payments to Reliable Paying.Ineshdl be made 1U 1W3 W Police Drive Adnglon,TX 78001. If the customer falls In remit payment bythe due dale,interest 9 the maxinum rate albwed by law wfl accrue an tie unpaid balance will the outstanding balance and Interest ape received by Relable. If Reliable is mg tired to engage an attorney to collect amountsdue hereunder,the customer shall be responsible for rcesmabheattomoy5 fees act tho cost of mllecl'on. The kcal of Cty Permits Of eppirablo am not Included in the total cost and will be paid by the cusiamer. ILRESPONSIBILITES Rehlebho Pav no,Inc is dedicated to serving you.the automat.Accordingly,at wore is to be completed In a workmanlike manneraacording to standard practices,Howaer,there are certain situations for which Reliable will not be responsible Releblewillnot be msponsble for any delays In the completion of vrark due miabor strikes,inclement weather,acts of God,or any other events beyond the mntml of Ratable.Reliable is not responslbletor Meconsegrencev of sell expansion o i nforrnirg Reilable of any conditions which might affect the work and Reliable shal not he liable for the consequences of undisclosed am9orunknowm mndlttons. The cistomer Is responsible for the provision and mantanando of any necessary Insurance. The cm omer shal be responsible for locelfng.dearly iabntlfying,and marking all bored unity Ines and stfrcluras prior to Relnblabeginring work If the customer does clearly mark and Identify at ullity Ines and structures,and Ratable demag assume the responsibility for any repair cods associated with Bxdng lhedamages.Through theaaaeplamoe efth's pmpcuat the arstaner agees to hdemnty andib hold Reliable harmless for all clams.Including mosonable adameys fees Incurs den ages toany utility line or shodum not dearly marked by the customer.Please note that the Sialeol Texas provides free the locallonservcea This{s available by calling 1.877.7784111 orvisUng wwe.texas87 t.org<hllp97wwm.texms8tl.oi made tit teast 72 hours prior to any excavation. Waiver of Consumer Rights By execuling this cortrad.the customer agrees to wale hisbr her rt)hts underthe Deceptive Trade Pmcices Consumer Protection Act,Sectlm4.at seq..of the Texas Busnags IL Commerce code III.COMPLETE AGREEMENT Upon aceeptance of this contract.Reliable and the cuslomer agree and understand that this contract rapmsentslhe lull and complete agreement between the parties,Inducing all terms ant corditions set forth hemp,and Ihoi no oral agreement suppltmem this contract n anyway. ACCEPTED, and ,made a part pf this agreement, on this date,the day of 20 rr}} n Reliable Paving, Inc. n � Note: This proposal may be withdrawn by us if no accep d within 15 days. CO#31tem breakout Kroger Drive PH II Item# Description 155 PVC Water Line Gouting Grout 6 CY $ 127.00 $ 762.00 Pump Minimum 1 EA $ 750.00 $ 750.00 1 Ton Pickup 5 Hrs $ 18.50 $ 92.50 Labor X 2 10 Hrs $ 20.50 $ 205.00 Skilled Labor 5 Hrs $ 35.00 $ 175.00 $ 1,984.50 Add 10%for Overhead&10%for ProfitProfit $ 2,401.25 $ 400.21 160 Ductile Iron Water Fittings. 1 Ton Pickup 8 Hrs $ 18.50 $ 148.00 Labor X 2 16 Hrs $ 20.50 $ 328.00 Skilled Labor 8 Hrs $ 35.00 $ 280.00 Fittings 0.4 Ton $ 4,560.00 $ 1,824.00 $ 2,580.00 Add 10%for Overhead &10%for ProfitProfit $ 3,121.80 $ 7,804.50 161 8" PVC with CLSM Backfill 1 Ton Pickup 30 Hrs $ 18.50 $ 555.00 Backhoe 30 Hrs $ 220.00 $ 6,600.00 Tandom Truck 12 Hrs $ 85.00 $ 1,020.00 Flowable Fill 80 CY $ 127.00 $ 10,160.00 Labor X 2 60 Hrs $ 20.50 $ 1,230.00 Skilled Labor 30 Hrs $ 35.00 $ 1,050.00 8" DR14 PVC Pipe 105 LF $ 27.00 $ 2,835.00 $ 23,450.00 Add 10%for Overhead & 10%for ProfitProfit $ 28,374.50 $ 270.23 TRI-COUNTY ELECTRIC COOPERATIVE INVOICE Taking Care of Our Member-Owners ELECTRIC Field Services: 817-752-8172 A Touchstone Energy°Cooperative TO: CODY TURNER INVOICE#: PT22686 DATE: 02/22/2022 EXPIRES: 05/23/2022 BY: Roxann FOR: JOB COSTS Construction Costs: $ 13,350.80 Miscellaneous Sales: $ 0.00 Total Costs: $ 13,350.80 JOB CREDITS Miscellaneous Credits(If Applicable): $ 0.00 Member Credit (If Applicable): $ -3,431.40 Total Credits: $ -3,431.40 Total Cost: $ 13,350.80 Total Credit: $ -3,431.40 Tax: $ 0.00 Expires On: May 23, 2022 Grand Total: $ 9,919.40 TYPE PRI Svc SEC CONS POLES TRANSF LIGHTS METERS INSTALL OH 0 0 0 0 1 5 0 0 INSTALL UG 0 0 156 5 RETIRE OH 0 427 0 0 0 0 0 0 RETIRE UG 0 0 0 0 ALEDO AZLE GRANBURY KELLER SEYMOUR 200 Bailey Ranch Rd 600 N W Parkway 1623 Weatherford Hwy 4900 Keller Hicks Rd 419 North Main Street Aledo,TX 76008 Azle,TX 76020 Granbury,TX 76048 Keller,TX 76244 Seymour,TX 76380 THIS COST ESTIMATE IS GOOD FOR 90 DAYS. EXPIRATION: 05/23/2022 3 INVOICE Electric Cooperative, Inc. aCTRI "Taking Care of our Member-Owners!' 200 Bailey Ranch Rd A T,uhw, ��,E,..s�.w,�rn,n.e, r Aledo, TX 76008 817-444-3201 DATE: 10/13/21 TO: Cody Turner Bean Electric cturner@beanelectrical.com PREPARED BY JOB# INVOICE# EXPIRATION Jennifer Stegall PT22686 1021-060 01/13/22 QTY JOB DESCRIPTION UNIT PRICE LINE TOTAL Install 168 feet of single-phase overhead service wire, 134 feet of single-phase underground trench, conduit, 1 and cable, 5 10KVA transformers and all associated $10,714.47 $10,714.47 units to serve 5 traffic lights. Includes retirement of 427 feet of single-phase overhead secondary line. 1 Transformer Credit -$3,446.04 -$3,446.04 SUBTOTAL $10,714.47 MEMBER CREDIT -$3,446.04 TAX TOTAL $7,268.43 McInnes, Brendan From: Steven Lancaster <Steven@reliablepaving.com> Sent: Wednesday, March 23, 2022 11:41 AM To: McInnes, Brendan; Cody Turner;Allen, Chad A;Jonathan Ireton Cc: Michael Terry; Beltran, Feliberto; Lopez, Raul Subject: RE: Kroger Drive Phase 2 Follow Up Flag: Follow up Flag Status: Completed 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. 30 days From: McInnes, Brendan [mailto:Brendan.McInnes@fortworthtexas.gov] Sent:Wednesday, March 23, 2022 11:38 AM To: Steven Lancaster<Steven@reliablepaving.com>; Cody Turner<cturner@beanelectrical.com>;Allen, Chad A <Chad.Allen@fortworthtexas.gov>;Jonathan Ireton <jireton@pkce.com> Cc: Michael Terry<mterry@reliablepaving.com>; Beltran, Feliberto <Feliberto.Beltran@fortworthtexas.gov>; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: RE: Kroger Drive Phase 2 How many total todays are being requested for this work? Brendan McInnes, P.E. Project Manager From: Steven Lancaster<Steven@reliablepaving.com> Sent:Wednesday, March 23, 2022 11:33 AM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov>; Cody Turner<cturner@beanelectrical.com>;Allen, Chad A<Chad.Allen@fortworthtexas.gov>;Jonathan Ireton <jireton@pkce.com> Cc: Michael Terry<mterrv@reliablepaving.com>; Beltran, Feliberto <Feliberto.Beltran@fortworthtexas.gov>; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: RE: Kroger Drive Phase 2 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 Sure lets go with that and what about the Days for the Water Work Steven Lancaster For Reliable Paving, inc. From: McInnes, Brendan [mai Ito:Brendan.McInnes@fortworthtexas.gov] Sent:Wednesday, March 23, 2022 11:27 AM To: Steven Lancaster<Steven@reliablepaving.com>; Cody Turner<cturner@beanelectrical.com>;Allen, Chad A <Chad.Allen@fortworthtexas.gov>;Jonathan Ireton <jireton@pkce.com> 1 Cc: Michael Terry<mterry@reliablepaving.com>; Beltran, Feliberto <Feliberto.Beltran@fortworthtexas.gov>; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: RE: Kroger Drive Phase 2 Steven, I cannot agree to adding 20%for a pass through cost for this work. I would propose that this be reduced to 5%for administrative costs.This would create the LS item for$10,415.37. Thanks, Brendan McInnes, P.E. Project Manager From: Steven Lancaster<Steven@reliablepaving.com> Sent:Wednesday, March 23, 2022 10:48 AM To: McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov>; Cody Turner<cturner@beanelectrical.com>;Allen, Chad A<Chad.Allen@fortworthtexas.gov>;Jonathan Ireton <iireton@pkce.com> Cc: Michael Terry<mterry@reliablepaving.com>; Beltran, Feliberto <Feliberto.Beltran@fortworthtexas.gov>; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: RE: Kroger Drive Phase 2 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 am okay with you adding the$9919.40 to the Change Order#3 but expected you to add 10%for Bean Electricals processing and 10%for our overhead to this cost for a total of$12,002.47 Also I feel that more days should be added for the Design, plan approval and installation Change Order for the Additional water installation. At least another 2 weeks Steven Lancaster For Reliable Paving, Inc. From: McInnes, Brendan [mai Ito:Brendan.McInnes@fortworthtexas.gov] Sent:Wednesday, March 23, 2022 10:33 AM To: Cody Turner<cturner@beanelectrical.com>; Steven Lancaster<Steven@reliablepaving.com>; Allen, Chad A <Chad.Allen@fortworthtexas.gov>;Jonathan Ireton <iireton@pkce.com> Cc: Michael Terry<mterry@reliablepaving.com>; Beltran, Feliberto <Feliberto.Beltran@fortworthtexas.gov>; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: RE: Kroger Drive Phase 2 1 wanted to follow back up with this. Thanks, Brendan McInnes, P.E. Project Manager From: McInnes, Brendan Sent: Friday, March 18, 2022 2:54 PM 2 To: Cody Turner<cturner@beanelectrical.com>; Steven Lancaster<Steven@reIiablepaving.com>; Allen, Chad A <Chad.Allen@fortworthtexas.gov>;Jonathan Ireton <jireton@pkce.com> Cc: Michael Terry<mterrv@reliablepaving.com>; Beltran, Feliberto <Feliberto.Beltran@fortworthtexas.gov>; Lopez, Raul <Raul.LopezRoura@fortworthtexas.gov> Subject: RE: Kroger Drive Phase 2 Steven, Do you have an issue adding this cost to Change Order 03 work and having it paid through that? If not can you please revie that request to add the $9,919.40 cost and we will route it from there. Thanks, Brendan McInnes, P.E. Project Manager Cell: (979) 220-0385 From: Cody Turner<cturner@beanelectrical.com> Sent:Wednesday, February 23, 2022 3:44 PM To: Steven Lancaster<Steven@reliablepaving.com>;Allen, Chad A<Chad.Allen@fortworthtexas.gov>; McInnes, Brendan <Brendan.McInnes@fortworthtexas.gov>;Jonathan Ireton <lireton@pkce.com> Cc: Michael Terry<mterrv@reliablepaving.com>; Beltran, Feliberto <Feliberto.Beltran@fortworthtexas.gov> Subject: RE: Kroger Drive Phase 2 Importance: High 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. All, Please see attached. I had Tri-County send anew proposal for the work to complete the service installation for the Kroger Drive Phase z Project, the original one sent is expired. Just want to let everyone know that the street lights and remaining traffic signal intersections will not be able to be activated without power, we really need to get this figured out ASAP. As with everything if this isn't addressed quickly the price will surely increase. Hope this gives you all the information you need to get this resolved so we can move forward. Let me know if additional information is needed. Thanks Cody Turner Traffic Signal Project Manager 821 E. Enon 3 McInnes, Brendan From: Steven Lancaster <Steven@reliablepaving.com> Sent: Wednesday, February 23, 2022 12:05 PM To: Allen, Chad A; McInnes, Brendan;Jonathan Ireton Cc: Michael Terry; Cody Turner Subject: FW: Kroger Drive Phase 2 Attachments: Kroger Drive - Electrical Services 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. See below The original question was how would the City like to pay Tri-County as no pay item was in the contract Steven Lancaster For Reliable Paving, Inc. From: Cody Turner [mailto:cturner@beanelectrical.com] Sent:Wednesday, February 16, 2022 8:59 AM To: Michael Terry<mterry@reliablepaving.com>; Steven Lancaster<Steven@reliablepaving.com> Cc: Michael Beattie<mbeattie@reliablepaving.com>;James Riddle <jriddle@bei-tx.com>;John Melo <jmelo@bei- tx.co m> Subject: RE: Kroger Drive Phase 2 Michael, Also circling back through to see if you ever received an answer on how Tri- County would be compensated for the cost of installing transformers and UG for the electrical services that will feed the new traffic signals and street lights? probably should reach back out to Tri-County and make sure that the cost hasn't changed since the proposal was given so long ago. Once I get with them I will let you know if the cost has changed but thought I would ask so you can figure this piece out. This will become an issue very soon if we do not release them to do the work. See attached I sent this to you all back in October and I cant locate a response as to a direction to go. Let me know — Thanks Cody Turner Traffic Signal Project Manager i 821 E. Enon Everman, Tx. 76140 817-995-6780 Cell/Primary 817-561-7400 Ext. 111 817-561-7403 fax 4100 VA ELE TRI L TECL17979 Regulated by The Texas Department of Licensing and Regulations, P.O. Box 12157,Austin,Texas 78711, 1 800 803 9202, 512 463 6599, website www.license.state.tx.us/complaints. Er Q From: Cody Turner Sent:Wednesday, February 16, 2022 8:50 AM To: Michael Terry<mterry@reliablepaving.com>; Steven Lancaster<Steven@reliablepaving.com> Cc: Michael Beattie<mbeattie@reliablepaving.com>;James Riddle<Iriddle@bei-tx.com> Subject: RE: Kroger Drive Phase 2 Michael, Please see attached. Perth e plans dated 7/22 street lighting foundation T3-1 is supposed to be a future location of a pole, however we had this foundation installed prior to the plan revisions dated 7/22. It is also mentioned in previous RFI that T3-2 and the conduit in between the z poles needs to be relocated. All the underground and the z foundations were installed based off survey given by Reliable and prior to the plan changes. So what do we need to do here? Did this ever get worked out with the City as to which direction we need to move? We 2 should be compensated for this work since we installed per plans that were approved at the time. Please let me know at your earliest. Thanks Cody Turner Traffic Signal Project Manager 821 E. Enon Everman, Tx. 76140 817-995-6780 Cell/Primary 817-561-7400 Ext. 111 817-561-7403 fax ELECTRICAL TECL17979 Regulated by The Texas Department of Licensing and Regulations, P.O. Box 12157,Austin,Texas 78711, 1 800 803 9202, 512 463 6599, website www.license.state.tx.us/complaints. From: Michael Terry<mterrv@reliablepaving.com> Sent:Wednesday, February 16, 2022 7:26 AM To: Cody Turner<cturner@beanelectrical.com>; Steven Lancaster<Steven@reliablepaving.com> Cc: Michael Beattie<mbeattie@reliablepaving.com>;James Riddle<jriddle@bei-tx.com> Subject: RE: Kroger Drive Phase 2 Cody, 3 Im meeting with James on site today and we are going to look things over so I can meet with our general super and make sure there is no conflict with his plan to build the work. I believe we are looking for your base line schedule before all the issues started. And then an impacted base line schedule to reflect delays due to engineering issues. From: Cody Turner<cturner@beanelectrical.com> Sent:Tuesday, February 15, 2022 4:47 PM To: Steven Lancaster<Steven@reliablepaving.com> Cc: Michael Terry<mterrv@reliablepaving.com>; Michael Beattie <mbeattie@reliablepaving.com>;James Riddle <iriddle@bei-tx.com> Subject: Kroger Drive Phase 2 Importance: High Steven, Trying to get something put together for a schedule for finishing up the work at Kroger Drive, however having a hard time seeing where we can get started with our work. James Riddle (Bean) is trying to get survey for the traffic signal foundations @a Industrial intersections & Park Vista Circle but it seems there is still a few issues as to where the road is going? Michael Terry mentioned there may be a problem with what is surveyed now, can you shed a little light on this? We are trying to start just don't know what direction to go. Let me know — Thanks. Cody Turner Traffic Signal Project Manager 821 E. Enon Everman, Tx. 76140 817-995-6780 Cell/Primary 817-561-7400 Ext. 111 817-561-7403 fax ELE TRI L TECL17979 Regulated by The Texas Department of Licensing and Regulations, P.O. Box 12157,Austin,Texas 78711, 1 800 803 9202, 512 463 6599, website www.license.state.tx.us/complaints. 4 Ell' -v ti+R o r 5