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Item 4J - EOC CCOs Completed to Date=��If SOUTHLAKE PUBLIC WORKS Vill CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 1 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Revised Scope of Work for Overhead $5,592.79 0 Plumbing Relocation and Vent Pipe Routing per Proposed Change Order #001 (attached) in response to RFI-08 and RFI-16 (attached). Net Change in Contract Price and Work Days $5,592.79 0 'Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT..............................$654,000.00 CCO01...........................................................................$5,592.79 TOTAL........................................................................ $659, 592.79 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 118 TIME EXTENSION: CCO 1......................................................... 0 NEW TOTAL WORKING DAYS: ............................................... 118 LAST DAY OF WORK: .................................................. 04/29/2024 ,�1�liCITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No. Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Overhead Plumbing Relocation per Proposed Change Order #001 (attached) A. Reason for Change: During structural steel layout, the contractor discovered an exsiting waste line and water line in conflict with the new structural steel framing. Contractor requested direction from the architect to either relocate the steel beem or exisiting plumbing lines. Architect directs contractor to revise plumbing lines at locations of conflict with the new structural steel bea, per RFI-008. Contractor discovered the exisitng vent pipe marked on the plans was actually a sprinkler pipe. There is no vent pipe running through the EOC shell space. Contractor requested direction from the architect to reroute the new sink vent pipe. Architect directs contractor to connect a new sink vent to the nearest and accessible exisiting vent, per RFI-016. B. Description of Change: See Proposed Change Order #001 (attached) C. Change in Contract Cost: Add $5,592.79 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: =��If SOUTHLAKE PUBLIC WORKS Vill CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was ($654,000.00). Contract Change Order No. 1 increased the Contract Price by $5,592.79. The new Contract Price will be $659,592.79, resulting in an increase of approximately 0.86% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1. The last contract Working Day is now April 29, 2024. Ordered: Date: 02/14/2024 Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: 2/21 /24 Title: ct Manaaer \Gi y �"USTRIF' Proposed Change Order #1 780 N. Walters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 lContractor: Gliden Industries lowner: City of Southlake lAddress: 1400 Main Street lProject # 1193 1 ICity, State Zip: Southlake, Texas 76092 Date: 1/19/2024 1 IP6rl 817-748-8216 APO#: I Project: Southlake EOC CO Name: RFI-08 Overhead Plumbing Relocation THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to RFI-08 and RFI-016. Raise existing sewer line at FD and water line for new beam. Connecting new vent to nearest existing vent location. Drain and Water line Labor (breakout attached) Materials (breakout attached) CHIP Overhead/Ins/Bnd Superintendent P&P Bond CI GL Ins EL Ins Contractors Fee Total of Work Specified Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 1 /19/24 CaNerine A Wilson o n Redres! ive, Gllden Industries Date Representative, 9TSK�Date me 5% 2,040.00 2,636.00 467.60 120.00 46.29 25.72 257.18 5,592.79 1 Representative, City of Southlake Date fiT PLUMBING SERVICES Change Order #1 Southlake ECIC 600 State St Southlake Tx 76092 1/12/2024 Gliden Construction Zack Johnson zack@glidenindustries.com Scope of work to be Completed Run approx. 120' of additional 2" vent as tie in per plan is an existing sprinkler line NO CONCRTE WORK OR DIRT HAUL OFF, FILTERS, RPZ, GAS WORK, CONDENSATE LINES, TAXES Project Costs $5,143.00 Invoice to be Paid net 30 days Acceptance of Proposal By signing below, you approve the description of services and project costs detailed in this proposal. Exclusions: Taxes, engineered drawings, condensate lines and floor patching. All cost due to theft, vandalism and carelessness of other trades to be at other's expense. All work to be performed during regular business hours unless stated otherwise. Any alteration or deviation from plans will be handle by change order. Any obstructions such as bedrock, debris, tree roots, concrete etc. in underground work. Saw cutting and pour back scope unless noted up to 6" thick concrete with over cuts. All scanning/ X-ray by others. GT Plumbing Services LLC will warranty work and materials for a period of one year after completion date. Proposals are guaranteed for 30 days. Name: Signature: Date: Gregory M. Haynes M-42373 709B West Rusk Ste 112 Texas State Board of Plumbing Examiners Rockwall, Tx 75087 East 415t Street — Austin, TX Greg: 972-890-3123 (800) 845-6584 — (512) 458-2145 Trenton: 972-922-5267 Southlake EOC Vent CO Labor Hours Cost Totals Plumber 8 $ 105.00 $ 840.00 Apprentice 16 $ 75.00 $ 1,200.00 Materials 120' of 2" Cast iron 120 $ 15.30 $ 1,836.00 No hub coupling, 1/4 bend, san tee 1 $ 468.00 $ 468.00 All -thread and clevis hangers 1 $ 332.00 $ 332.00 Sub Total $ 4,676.00 OH/P $ 467.60 Total $ 5,143.60 Request for Information RFI #: 008 Submission Date: 1/2/2024 Due Date: Project # 1193 Project: Southlake EOC Relocation RFI Title: RFI-008 - Exsiting Plumbing Lines RFI Description During structural steel layout, it was discovered that an exciting waste line and water line are in conflict with the new structural steel framing. The existing lines run through where drawing S111 shows the new W12x26 steel beam is to be installed - green line in photo attached shows the location of new steel beam. Drawing P1.01 shows the existing 4" waste line and 3/4" water line but does not call for them to be moved. Please confirm the new W12x26 steel beam (clouded in the attachment) is to be installed in this location per the contract documents. If yes, please advise on existing plumbing lines. Attachments: Picture, Sketch Sheet#: S111, P1.01 Submitted By: Zack Johnson Specification #: Date: 1/2/2024 RFI Response Provide pricing to revise plumbing lines at the location where conflicting with the new beam. Discuss this and any other options at the next OAC meeting. Identify any ramifications to adjacent spaces or building functions and quantify the time such ramifications will be in effect. Attachments: Response By: Date: Catherine A Wilson 1 /5/24 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Request for Information RFI #: 016 Submission Date: 1/10/2024 Due Date: Project # 1193 Project: Southlake EOC Relocation RFI Title: RFI-016 - Vent Pipe Routing RFI Description Drawing P1.01 shows a 1-1/2" vent pipe running through the EOC shell space between gridlines W and W.1. The pipe in this area does not appear to be vent pipe and appears to be sprinkler pipe. After tracing the pipe out it appears to run to the fire riser room to the East of the shell space. After reviewing the as -built sheet P2.12 it does not appear an existing vent pipe runs through the EOC shell space.Per drawing P1.01 the new 1- 1/2" vent pipe for the new sink in the Break Room is to be connected to the existing 1-1/2" pipe running though the shell space. Per P2.12 the nearest and most accessable vent pipe is a 2" vent in the corridor between the shell space and the parking garage access. Please confirm if the existing pipe shown on drawing P1.01 is a vent pipe. If no, please advise on routing for the new sink vent pipe. Attachments: Photos, Sketch Sheet#: P1.01, P2.12 Submitted By: Zack Johnson Specification #: Date: 1/10/2024 RFI Response Connect new sink vent to nearest and accessible existing vent. The proposed existing vent located in the Corridor is acceptable, however, there appears to be a closer existing 2" vent serving plumbing fixtures in Weap Clean 008. It is recommended extending a 1 1/2" vent from the existing 2" vent located in Weap Clean 008 to serve the new sink. See markup within submittal response. Attachments: Response By: Jeff Musser - Dunham Date: 1/12/24 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 2 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Revised Scope of Work for Structural Steel $16,755.52 0 Revisions per Proposed Change Order #002 (attached) in response to ASI-001 (attached). Net Change in Contract Price and Work Days $16,755.52 0 'Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT..............................$654,000.00 CCO01...........................................................................$5,592.79 CCO02.........................................................................$16,755.52 TOTAL........................................................................ $676, 348.31 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 118 TIME EXTENSION: CCO 1......................................................... 0 TIME EXTENSION: CCO 2......................................................... 0 NEW TOTAL WORKING DAYS: ............................................... 118 LAST DAY OF WORK: .................................................. 04/29/2024 CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS Vill CHANGE ORDER DETAIL Change Order No.: 2 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Structural Steel Revisions per ASI-001 (attached) A. Reason for Change: In response to ASI-001 (attached), supplied by the Architect, the Contractor has expanded the SOW to include (2) new steel columns, new 21x55 beams, the temporary removal of fire sprinkler lines, and the furring and painting of columns. B. Description of Change: See Proposed Change Order #002 (attached) C. Change in Contract Cost: Add $16,755.42 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was ($654,000.00). Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52.The new Contract Price will be $676,348.31, resulting in an increase of approximately 3.42% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1 and 0 calendar days per Change Order No. 2. The last contract Working Day is now April 29, 2024. LL�itr� �jY �G Ordered: Date: February 27, 2024 Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: February 27, 2024 Title: act Manaaer S I D F N =�G� r���h �d ISTRl4' 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project # 11193 Date: 2/16/2024 PO#: Proposed Change Order #2 lContractor: Gliden Industries Owner: City of Southlake JAddress: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 1Project: Southlake EOC CO Name: ASI-001 Structural Steel Revisions THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to ASI-001. Includes a credit for reinforment of exising beams. All work to include (2) new steel columns, new 21X55 bear fire sprinkler lines temporary removal, furring at columns, and painting at columns. *Credit* Structural Steel Labor (breakout attached) $ (810.00) Materials (breakout attached) $ (94.00) Structural Steel Labor (breakout attached) $ 4,705.00 Materials (breakout attached) $ 7,673.00 OH/P $ 1,237.80 Framing/Dryall - No Shaftwall Labor (breakout attached) $ 227.11 Materials (breakout attached) $ 155.56 OH/P $ 38.27 Fire Suppression Labor (breakout attached) $ 1,260.00 Materials (breakout attached) $ 460.00 OH/P $ 172.00 Painting Labor (breakout attached) $ 300.00 Materials (breakout attached) $ - OH/P $ Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ 450.00 GL Ins $ 137.92 EL Ins $ 76.62 Contractors Fee 5% $ 766.24 Total of Work Specified $ 16,755.52 Exclusions: Shaftwall assembly NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 2/ 16/24 2/22/24 ies Date Representative, TSK Date Representative, City of Southlake Date One Source Metal Services, LI_C Job Name: Change Order Worksheet Southlake EOC Original Work Order # 21-005100-1193 Sheet 1 of 1 Job No. GDN-2307 Extra Order No. #1 Date 1/17/2024 Work Description: RE: RFI-006/RFI-014 Drawings 23-028.002 Rev. 2 Delete reinforcement to existing beam on gridline "T. Delete beam connection on Gridline 25. Add 2 ea. new 6x6x1/4" columns and 1 New W21x50 beam installed to support new structural additions. No. Work Added Quantity Unit Total Line 1 Detail 1 $ 250.00 $ 250.00 Line 2 Fabricate Labor 48 $ 67.50 $ 3,240.00 Line 3 Materials 1 $ 7,673.00 $ 7,673.00 Line 4 Install Labor (columns only) 12 $ 67.50 $ 810.00 Line 5 Remove and ship deleted materials 6 $ 67.50 $ 405.00 $ _ Total Lines 1-5 $ 12,378.00 Line 6 I 10% profit Total Adds 1,237.80 13,615.80 No. Work Deleted Quantity Unit Total Line 7 Reinforce existing steel beams labor 12 $ 67.50 $ 810.00 Line 8 Materials (consumables) 1 $ 94.00 $ 94.00 All Material Had been delivered to $ $ site. The material deleted consisted $ $ of consumables. The full labor was $ $ - deducted for the time alloted to the $ $ - reinforcement. Total Deleted $ 904.00 Total Lines 1-6 $ 13,615.80 Total Lines 7-8 $ (904.00) Totals $ 12,711.80 Owners Rep: OSM REP: Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-00001 External/RCO# VADEN'S'°` GC Date Jan 22, 2024 ACOUSTICS & DRYWALL Job # D23-0059 To: GLIDEN INDUSTRIES, LLC Project: Southlake EOC Relocation 600 State ST Southlake, TX 76092 Description: ASI-001 Structural Steel Revisions Labor QuantityUOM Unit Total Rate Total TOP OUT HANGING 0.86 Hrs 0.86 43.18 $37.13 ACOUSTICAL CAULKING 0.62 Hrs 0.62 43.18 $26.77 INSULATION 0.69 Hrs 0.69 43.18 $29.79 INTERIOR LAYOUT 0.19 Hrs 0.19 43.18 $8.20 INTERIOR FRAMING 2.18 Hrs 2.18 43.18 $94.13 INTERIOR HANGING 0.72 Hrs 0.72 43.18 $31.09 Total Labor $227.11 Material Size Quantity UOM Unit Price Total CP 606 - Intumescent FIRE RATED RED CAULKING EACH 0.12 BOX 13.16 TUBE $31.58 5/8" WATER RESISTANT DRYWALL X58WR 10, 2.00 SHT .425 SQFT $34.00 INS-3" MINERAL WOOL 4 PCF SQFT 64.00 EA .95 SQFT $60.80 3 5/8" STUD 1 1/4" FLANGE (33 MIL) 20GA 10, 4.00 PCs .46 FT $18.40 1 1/4" DRYWALL SCREW ZINC PCs 154.00 EA .07 PCS $10.78 Total Material $155.56 Labor Total: $227.11 AUTHORIZED BY: Material Total: $155.56 ON BEHALF OF: GLIDEN INDUSTRIES, LLC Sub Trade Total: $0.00 Cleanup Total: $0.00 PROJECT MANAGER: Dennis Brandon JR Hooper Equipment Total: $0.00 ESTIMATOR: Marty W. Vaden Misc. Total: $0.00 Sub Total: $382.67 Mark Up: $38.27 10.00% Total: $420.94 8795 Harmon Road, Fort Worth, TX 76177 Run on: February 16, 2024 9:04 AM T 817.847.8822 F 817.847.5999 COMMERCIAL i INDUSTRIAL I FLOOR i MAINTENANCE MAINTENANCE COATINGS DIVISION DATE: January 24, 2024 ATTENTION: Zack Johnson 469-795-9900 Gliden Industries zack@I?lidenindustries.com PROJECT: Southlake Emergency Operations Center Tape, Bed and Paint ASI #1 Pricinq We go above, and beyond, our track record, proves it. � n n r V SAFETY TECHNOLOGY QUALITY CLIENT FIRST DRIVEN CONTROL COLLABORATION FROM: Lonnie Ogden ASI #1 TOTAL: $300.00 Sales Tax Not Included GC to Provide Tax Cert We hereby propose to finish and install all labor and materials for interior tape, bed & paint, in accordance with plans and specifications on the above project based upon plan set dates 8-18- 23. Bid is good for 60 days from bid date. SCOPE OF WORK INTERIOR TAPE, BED & PAINT 1. Tape, Bed & Paint added furred columns to Level 4 finish. All work to be completed on regular working hours, Mon -Fri Respectfully Submitted LONNIE OGDEN Project Manager Maintenance Coating Division lonnie@cherrvcoatings.com 0 972.242.4287 c 480.536.5115 ur cherrvcoatings.com r in @ f additional work at the inside and outside corners of the drywall surrounding the columns is required. P.O. Box 421595 Houston, TX 77242 Office: 972 242-4287 Fax:972-242-4872 9--- OUR LOCATIONS —* 2000 Surveyor Blvd. 500 Victor St. Suite 600 215 N. Rupert St. Suite 215 Carrollton, Texas 75006 Austin, Texas 78753 Fort Worth, Texas Office: 972 242-4287 Office: 512 614-0422 Office: 817 386-9914 Fax: 972 242-4872 Fax: 512 394-5612 Fax: 817 386-9849 cherrycoatings.com R d . "ra-1 Romo Life Safety and Construction, LLC. 1323 Fleetwood Cove Dr. Grand Prairie TX 75052 SCR-G 2594473 ACR-2594467 ECR-2594471 (972)742-0081 andvC@romofiresystems.com HUB, SBE & MBE Certified. Fro, Mika Doan Gliden Industries Office: (469)795-9900 Cell: (626)722-7913 780 N. Watters Rd. Ste. 110, Allen, TX 75013 PROJECT: SOUTHLAKE EOC RELOCATION 600 STATE STREET SOUTH LAKE, TX 76092 Estimating department, Due to heavier weight beam, provisions had to be made to lift the beam into place. Removing the spinkler lines temporary was needed due to the heavier weight beam. modification to the sprinkler system in this area is already included in the base bid. SCODe: Romo LS&C is pleased to provide pricing for the demolition and installation of 4 branch line and 1 main section to allow new structural I-beam to be installed. Includes sales tax on material, safety, project management, material and labor to perform the work as described above to meet code per NFPA-13 codes. Labor to Demo fire 4 branch lines and 1 main section. 3-man crew 8 hrs. each @ 52.5 $1260.00 Labor for ordering and delivering materials. 1 man crew 4 hrs. $0 Materials $460.00 Profit 10 percent. $172.00 Base Bid Total $1,892.00 Thank you for your continuous business, we appreciated! Andy Romo Romo Life Safety and Construction, LLC. andy@romofiresystems.com Mobile — (972) 742-0081 FABRICATION - DESIGN - INSTALLATION - 24HR SERVICE -FIRE ALARM- FIRE SPRINKLERS -FIRE EXTINGUISHERS. tsk ARCHITECTS SUPPLEMENTAL INSTRUCTIONS 314 S Water Street. Henderson. Nevada 89015 PROJECT: City of Southlake City of Southlake EOC Relocation 600 State Street Southlake, TX 76092 TO CONTRACTOR: Gliden Industries, LLC (name, address) 780 N Watters Rd. Ste. 110 Allen, TX 75013 Owner Architect Contractor Field ❑ Other ❑ ASI NO: 001 DATE: 01/19/2024 TSK Project No: 23-028.00 CONTRACT DATE: 11/30/2023 CONTRACT FOR: Construction The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. If adjustments are required, they shall be presented as a proposal request outlined within the Contract Documents. REMARKS 1. The structural steel design shall be modified per the attached drawings dated 1/12/2024 (Rev.2). These modifications generally include: a. Elimination of steel beams and reinforcing plates outside the perimeter walls of the EOC space. b. The addition of two columns and gypsum wall assembly around the new columns. i. Fire rated gypsum wall assembly at the corridor wall location. ii. Non -rated gypsum wall assembly at the Break Room/Breakout Room location. c. Elimination of steel reinforcing plates at existing steel beams located outside EOC perimeter walls. 2. The architectural drawings shall be modified per the attached drawings dated 1/19/2024 (ASI-001). These modifications generally include: a. The addition of two (2) steel columns and concealing gypsum board assemblies. b. Modifications to the length of the operable partition located at the Break Room to accommodate the gypsum board assembly surrounding the column located in the 1-hour rated partition separating the EOC from the adjacent corridor. 1/19/2024 Signature Date Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 3 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Revised Scope of Work for Additional Stud $1,986.94 0 Wall and Stud and Track Replacement per Proposed Change Order #003 (attached) in response to RFI-015 and RFI-017 (attached). Net Change in Contract Price and Work Days $1,986.94 0 'Deduction or decrease in Contract Price is denoted in parentheses The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO03.......................................................................................$1,986.94 TOTAL..................................................................................... $678,335.25 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 NEW TOTAL WORKING DAYS: ........................................................... 118 LAST DAY OF WORK: .............................................................. 04/29/2024 CITY OF SOUTHLAKE SOUTHLAK Project No. 2022-81 PUBLIC WORKS Vill CHANGE ORDER DETAIL Change Order No.: 3 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Additional Stud Wall and Stud and Track Replacement per Proposed Change Order #003 (attached) A. Reason for Chanae: Contractor issued RFI #015 & #017 regarding clarifications on the furring out along the South wall of the EOC space. The existing plans required clarification for the EOC space. Clarification was required for the main EOC space and the IT/storage room because the existing South wall was not plumb. B. Description of Chanae: See Proposed Change Order #003 (attached) C. Change in Contract Cost: Add $1,986.94 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.92.The new Contract Price will be $678,335.25, resulting in an increase of approximately 3.72% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, and 0 calendar days per Change Order No. 3. The last contract Working Day is now April 29, 2024. Ordered: Date: February 27, 2024 Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: February 27, 2024 Title: Manager ti k n � I s 5 tin u s r tZt�" 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 1 /29/2024 1 PO#: CO Name: Existing South Concrete Wall Proposed Change Order #3 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to RFI-015 & RFI-017. Work for RFI-015 includes adding a stud wall at breakout room with 1-5/8" studs and track. Work for RFI-017 includes replacing the 7/8" hat channel with 1-5/8" studs and track. Framing/Dryall Labor (breakout attached) $ 576.90 Materials (breakout attached) $ 1,069.49 OH/P $ 164.64 Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ 60.00 GL Ins $ 16.30 EL Ins $ 9.06 Contractors Fee 5% $ 90.55 Total of Work Specified $ 1,986.94 Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: / 1 /29/24 �2/22/24 ?-4,r lustries Date Representative, TSK Date Representative, City of Southlake Date V VADE NS;nc, ACOUSTICS & DRYWALL To: GLIDEN INDUSTRIES, LLC Description: 1 5/8" Furring to cover plan south wall. Labor ACOUSTICAL CAULKING INTERIOR LAYOUT INTERIOR FRAMING INTERIOR HANGING Drywall Trim Material 1 5/8" STUD 1 1/4" FLANGE (19 MIL)EQ 1 5/8" TRACK 1 1/4" LEG (19 MIL)EQ HILTI SC 506 sealent light sound caulking 2305383 5/8" TYPE "X" Drywall X58 1 1/4" DRYWALL SCREW ZINC CORNER BEAD 1-1/4" AUTHORIZED BY: ON BEHALF OF: GLIDEN INDUSTRIES, LLC PROJECT MANAGER: Taylor Vaden ESTIMATOR: Marty W. Vaden Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-00002 External/RCO# GC Ref# Date Jan 24, 2024 Job # D23-0059 Project: Southlake EOC Relocation 600 State ST Southlake, TX 76092 Total Labor $576.90 Total Material $1,069.49 Labor Total: Material Total: Sub Trade Total: Cleanup Total: Equipment Total: Misc. Total: Sub Total: Mark Up: Total: $576.90 $1,069.49 $0.00 $0.00 $0.00 $0.00 $1,646.39 $164.64 10.00% $1,811.03 8795 Harmon Road, Fort Worth, TX 76177 Run on: January 24, 2024 4:25 PM T 817.847.8822 F 817.847.5999 Project: Southlake EOC Relocation RFI Title: RFI-015 - Concrete Wall Furrout Request for Information RFI Description RFI #: 015 Submission Date: 1/11/2024 Due Date: Project # 1193 Drawing A1.11 keynote 6 calls for the South wall of the EOC space to be furred out with a manufactured wall system. Detail 2 on drawing A7.01 shows the South wall in the Breakout Room to have a manufactured wall system 10' high up to the acoustical ceiling, and the wall staying exposed concrete above ceiling. Drawing A3.01- Lower Level Reflected Ceiling Plan shows a wall furrout for the South wall of the Breakout Room above ceiling, and another wall furrout approxiamately 1'-6" off of the existing concrete wall. Please advise. Attachments: Sheet#: A1.11, A7.01, A3.01 Submitted By: Zack Johnson Specification #: Date: 1/11/2024 RFI Response The existing concrete wall must receive thermal insulation. The DIRTT wall will be offset from the thermally insulating construction to conceal the existing piping in that location. The thermal insulation extends the full height of the existing concrete wall. The DIRTT wall system extends to 10' above finish floor and terminates at the new ACT ceiling system. The drawings being referenced appear to be incorrect. Please make sure the Permit Set of documents is being utilized. See the Conformed Set of documents uploaded earlier to day for confirmation. Attachments: Response By: Catherine A Wilson Date: 01/11/24 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Request for Information RFI #: 017 Submission Date: 1/11/2024 Due Date: Project # 1193 Project: Southlake EOC Relocation RFI Title: RFI-017 - Existing South Wall Framing RFI Description Drawing A1.11 calls for the South wall in the IT room to be partion type A-E01. Partition A-E01 calls for a 7/8" hat channel at 24" O.C. connnected directly to the existing concrete wall. Detail 5 on drawing A7.01 calls for the South wall in the EOC area to be pre -manufactured walls up to 10' high and then be furred out with partion type A-E01 to deck. The exisiting concrete wall on the South side of the shell space is not square throughout and is bowed out in multiple areas. There is also a CMU wall resting on top of the concrete wall, and the CMU wall does not run on same plane/plumb with the concrete wall below. The concrete wall on the East end of the shell space in the IT room sticks out approximately 1" from the face of the CMU wall, and on the West end of the shell space in the Breakout Room the CMU wall sticks out approximately 3/4" from the face of the concrete wall. Attaching hat channel directly to the concrete/CMU walls will lead to many bulges in the wall finishes. Please confirm the 7/8" hat channel is to be installed directly to the concrete and CMU walls as shown in the contract documents. Attachments: Pictures, Sketch Sheet#: A1.11, A7.01 Submitted By: Zack Johnson Specification #: Date: 1/11/2024 RFI Response Per discussion on site in OAC meeting on 01/23/2024, the use of 1" alternate framing with shim is acceptable in the EOC main area. The use of 1" alternate framing without shim is acceptable in the IT room and the Breakout room. The drywall assembly on the south wall of the Breakout room will be hidden by the DIRTT wall system and the ACT ceiling. The drywall assembly in the IT room will not be highly visible and therefore being plumb is not critical to the aesthetics. Shims should be used to plumb the drywall assembly which will be highly visible in the open area of the EOC (south wall). Attachments: Response By: Catherine A Wilson Date: 01 /23/2024 Page is too large to OCR. Page is too large to OCR. CMU out 3/4" po Olmr k �e i i L Ad I , ,EW 1 LI d. r I1" out of plane in 5' f / f• SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 4 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Additional (Detailed Explanation Attached) Contract Work Days Price' Requested by Contractor 1. Revised Scope of Work for Terrazzo Tile $5,931.16 4 in the West Alcove per Proposed Change Order #004 (attached), in response to RFI-003 (attached) and Direction Provided During the 20240206 OAC Meeting (attached). 2. Credit for the Previously Spec'd ($2,675.80) 0 Floorazzo Tile in the West Alcove per Proposed Change Order #005 (attached), in response to RFI-003 (attached) and Direction Provided During the 20240206 OAC Meetinq (attached). Net Change in Contract Price' and Work $3,255.36 4 Day2 'Deduction or decrease in Contract Price is denoted in parentheses. 2Net Change in Work Days shall be the sum of the Change in Work Days Approved by City. Additional Work Days Approved by City 4 0 4 The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO 01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO03.......................................................................................$1,986.94 CCO04.......................................................................................$3,255.36 TOTAL..................................................................................... $681, 590.61 =��If SOUTHLAKE PUBLIC WORKS Vill SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 TIME EXTENSION: CCO 4......................................................................4 NEW TOTAL WORKING DAYS: ........................................................... 122 LAST DAY OF WORK: .............................................................. 05/03/2024 CITY OF SOUTHLAKE Project No. 2022-81 ,�1�liCITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No.: 4 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Terrazzo Tile in the West Alcove per Proposed Change Order #004 (attached) A. Reason for Change: Contractor issued RFI #003 (attached) requesting confirmation of the spec'd flooring in the West Alcove. The Contractor discovered that the necessary finish of the spec'd Floorazzo Tile was no longer manufactured/available. After discussion at 20240206 OAC Meeting (attached), the Floorazzo Tile was confirmed to be an inadequate match for the existing tile. City and Architect direct Contractor to proceed with Terrazzo flooring to match the exisitng flooring. B. Description of Chanqe: See Proposed Change Order #004 (attached) C. Change in Contract Cost: Add $5,931.16 D. Chanqe in Completion Date: Contractor requested that 4 working days be added to the Contract Time. The City approves the requested additional working days. Add 4 Working Days CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS Vill Item No. 2: Credit for the Previously Spec'd Floorazzo Tile in the West Alcove per Proposed Change Order #005 (attached) A. Reason for Chanqe: Contractor issued RFI #003 (attached) requesting confirmation of the spec'd flooring in the West Alcove. The Contractor discovered that the necessary finish of the spec'd Floorazzo Tile was no longer manufactured/available. After discussion at 20240206 OAC Meeting (attached), the Floorazzo Tile was confirmed to be an inadequate match for the existing tile. City and Architect direct Contractor to proceed with Terrazzo flooring to match the exisitng flooring, providing a credit from the previously spec'd Floorazzo. B. Description of Chanae: See Proposed Change Order #005 (attached) C. Chanae in Contract Cost: Add ($2,675.80) D. Change in Completion Date: Contractor requested that 0 working days be added to the Contract Time. Add 0 Working Days SIGNATURE PAGE TO FOLLOW: =��If SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.92. Contract Change Order No. 4 increased the Contract Price by $3,255.36. The new Contract Price will be $681,590.61, resulting in an increase of approximately 4.22% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 4 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, 0 calendar days per Change Order No. 3, and 4 calendar days per Change Order No.4. The last contract Working Day is now May 3, 2024. March 26, 2024 Ordered: Date: Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: March 19, 2024 Title: lanager C3� I D F 1 S �duszRl� 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 1 /31 /2024 1 PO#: 122400403 CO Name: West Alcove Terrazzo Proposed Change Order #4 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to the request for Terrazzo in the west alcove at openings 02A and 01A. Terrazzo Bid Cost (See Below) Overhead/Ins/Bnd Superintendent (add 4 days) P&P Bond Cl GL Ins EL Ins Contractors Fee Total of Work Specified I JTotal of Days Added to Contract New Substantial Completion Date Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: G� 1 /31 /24 i Industries Date Representative, TSK Date $ 4,315.00 $ 1,280.00 $ 60.00 $ 38.84 $ 21.58 5% $ 215.75 $ 5,931.16 4 days May 3rd, 2024 Representative, City of Southlake Date AMERICAN TERRAZZO COMPANY, LTD. 309 Gold Street, Garland, Texas 75042 972-272-8084 Phone 972-276-4736 Fax www.americanterrazzo.com ******* B I D PROPOSAL******* TO: Gliden Industries PHONE: 406-799-1119 Attn: Brandon Elliott FAX: Allen, Texas DATE: 1-30-24 PLEASE CONSIDER OUR BID FOR FURNISHING AND INSTALLING WORK IN THE PROJECT NAMED BELOW. PLANS AND SPECIFICATIONS PREPARED BY THE ARCHITECTS: PROJECT Southlake DIPS Headquarters Bldg — New Alcove at the Lower Level Southlake, Texas Terrazzo Patchwork SCOPE/AREAS OF WORK Furnish all labor, material, and supplies to prepare the concrete slab at the new Alcove area on the Lower Level. Apply Terroxy IC Moisture Guard primer to the slab. Install divider strips to match the existing. Install 3/8" Epoxy Terrazzo in the approved color. Grind, grout, polish, and seal the Terrazzo patch. BID $4,315.00 Includes protection of the adjacent finishes. Includes fabricating Terrazzo samples for approval. Approximate time to complete: 4 days. EXCLUSIONS Sales tax. Overtime/After hours work. Phased Work. Concrete leveling and epoxy fill work. Power for the Terrazzo equipment. Refinishing of the surrounding Terrazzo floor. BOND PREMIUM: ADD PREMIUM IF REQUIRED (RATES ARE ON NEXT PAGE) ****************** C O N D I T 10 N S O F B I D****************** ACCEPTANCE OF BID SUBJECT TO TERMS AND CONDITIONS AS SET FORTH ON PAGE #2, ON BACK. MUST BE WITHIN THIRTY (30) DAYS OF THIS DATE, AND BID IS VOID THEREAFTER AT THE OPTION OF AMERICAN TERRAZZO COMPANY. OUR BID PROPOSAL SHALL BE MADE A PART OF ANY SUBSEQUENT AGREEMENT. ACCEPTED BY: SUBMITTED BY: SIGNATURE DATE BRENT FLABIANO, PARTNER (SIGNED ORIGINALS OF TELECOPIER-TRANSMITTED BIDS WILL BE MAILED THE SAME DAY) TERMS AND CONDITIONS OF BID THIS BID FROM: AMERICAN TERRAZZO COMPANY, GARLAND, TEXAS IS SUBJECT TO: THE TERMS AND CONDITIONS SET OUT BELOW 01. TERMS OF PAYMENT: Payment to us is NOT contingent upon payment to you from the owner. If not covered by the specifications on or before the 15th of the month following our request, we shall receive payment from you for the total value of materials delivered at the job site and work in place, less retainage as stipulated in the prime contract. You will withhold no greater percentage retainage from us than the owner withholds from you. 02. INSURANCE: Liability insurance will be evidenced on a certificate (accord or other standard form). Our insurance will not be primary to the insurance carried by the contractor or any other subcontractor. Endorsements for additional insureds and waivers of subrogation will not be added to our policy. 03. HOLD HARMLESS/INDEMNITY PROVISIONS: Our liability will be limited to the maximum of our insurance coverage and to the extent that we are liable. 04. SURETY BONDS: If bonds are required of us, the premium will be paid by you (our current rates will be given to you upon request). 05. FACILITIES: Adequate heat, potable water, hoisting facilities and operator light and electrical current and connections for Terrazzo -grinding equipment will be provided by you at no cost to us. Excluded from this bid are prorated charges for any items, for example, but not limited to: telephone, toilet facilities, watchmen, temporary structures, etc. 06. DEMOLITION/FLOOR PREPARATION: Unless stated in the scope of work or inclusions, demolition and/or preparation work are not included in our bid. Only normal slab preparation in accordance with N.T.M.A. specifications for the type of installation involved is included in our bid. 07. SLAB CONDITIONS: Any concrete slab over which we are to install a thin -set or bonded -to -concrete system shall be structurally sound, coarse -broom finished, and free of any fins, ridges or voids. Slab must be water cured: NO LIQUID CURING AGENTS MAY BE USED. Slab must be free of all surface contaminants and level, or with required slopes to drain. Any work necessary to correct conditions will be done as an extra to our contract following issuance of a change order for a mutually agreeable amount. Epoxy terrazzo floor installations - the owner, architect, engineer or general contractor is responsible for providing adequate vapor barriers to ensure the concrete substrate is not defective due to moisture vapor transmission, hydrostatic pressure or moisture within the concrete slab. 08. SUBSTRATA: Unless stated in the scope of work on inclusions, we are not responsible for any substrata that are out of tolerance. 09. GRADES: All necessary grades, levels or benchmarks shall be furnished by you at not cost to us. 10. DAMAGE TO OUR WORK: Should damage be done during construction by persons or forces other than our own work force, any patching or remedial work required will be done as an extra to our contract following issuance of a change order for a mutually agreeable amount 11. CLEANING/WORK AREA: During our activity on the project, the slush and rubbish generated by our work will be removed to an on -site area designated by you for removal by others at no cost to us. 12. CLEANING/THE WORK: Upon its completion, our work will be thoroughly cleaned, which will complete our contract. Any further cleaning made necessary by others will be done as an extra to our contract following issuance of a change order for a mutually agreeable amount. 13. BACKCHARGES: Only backcharges with substantive backup, and our written agreement at the time assessed, will be accepted by us. 14. LIQUIDATED DAMAGES: We will not accept liquidated damages unless agreed upon in the contract, and then only that portion for which we are liable, and only to the extent damages will be paid by you to the owner. 15. ACCEPTANCE: This bid proposal is subject to acceptance within 30 days from the date signed by us and, at our option, is voidable thereafter. Page 2 of 2 �S I D F l S 1dUSTRlti 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 3/5/2024 1 PO#: CO Name: Tile Flooring Deduction Proposed Change Order #5 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work Deduction of floorazzo tile flooring scope Tile Flooring Labor (breakout attached) $ (419.91) Materials (breakout attached) $ (2,069.09) Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ (27.50) GL Ins $ (22.40) EL Ins $ (12.45) Contractors Fee 5% $ (124.45) Total of Work Specified Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 3/5/24 c dustries Date Representative, TSK Date (2,675.80) Representative, City of Southlake Date GLIDEN INDUSTRIES PO BOX 250469 Plano, TX 75025 Vinyl Resilient Change Order Request of Project 6900 Quote # I28235 Customer PO Contract # Date 2/1/2024 SOUTHLAKE EOC RELOCATION 600 STATE STREET Sales Personl Greg Kellen SOUTHLAKE, TX 76092 Designer Materials -50SgFt F-3 - 24 X 24 X 3/16 FLOOR TILE - FLOORAZZO - GEM TILE - REF SPEC SECT 09 65 00 PARA 2.2 A Labor -50SgFt INSTALL LVT - GLUE DOWN - EXCLUDES PATTERN LABOR Notes SUPPLIED & INSTALLED Grout Materials -100SgFt FLOORAZZ- 3 PART RESIN GROUT, CATALYST, CALCIUM CARB & APPL. TOOLS Labor -1 Each PALLET PACKING / BUILDING Adhesive Materials -1 Each MAPEI ULTRA BOND ECO 373 Labor Accessories Materials Labor -40SgFt FLOOR SCRAPING -REMODEL CONSTRUCTION -1 SCHONOX SL -1 INSTALL FLOOR PREP - FEATHER FINISH FRENCH TOAST-$2,069.09 FUSION SYSTEM-$339.27 1 GALLON-$45.24 FEATHER FINISH - PLANI PREP SKIM-$35.40 COAT 10# Page 1 Q2-43 Quote # 28235 2/1 /2024 10:38:18 AM Continuation For: GLIDEN INDUSTRIES, Quote # 28235 Information Total Grand Total-$2,489.00 Deposit Date Ck # KELLEN FLOORING SOLUTIONS, INC. will furnish, deliver and install the above material in accordance with all transmitted plans, specifications and general conditions for the listed price. The price includes all applicable freight and taxes, unless otherwise noted. Unless specifically included in this proposal: excludes all demolition, repair or take-up of existing flooring; excludes vacuuming, damp mopping, buffing, waxing or floor protection; excludes floor floating, scraping, leveling or repair; excludes sealing of floor, cleaning or removal or oil, grease, solvents, paints, plaster or other foreign substances; excludes asbestos control/abatement; includes no attic stock of material beyond installation coverage; includes work only during regular hours and for a single phase job; excludes any furniture movement; excludes any addenda beyond the base bid; Per CRI-104-96, 6.3 site conditions: The owner or general contractor must submit to the flooring contractor a written report on moisture and surface alkalinity of the slab to determine its suitability as a substrate for the material to be installed. Floor preparation will be billed on a time and materials basis at $75.00 per non -hour plus the cost of the materials. Client is subject to payment for stored materials. KELLEN FLOORING SOLUTIONS, INC. will not accept charge backs of damage or cleaning without the option to inspect claim(s) to repair or without the option to make arrangements for acceptable repairs at their expense. KELLEN FLOORING SOLUTIONS, INC. is not responsible for any claims that might result from product delivery date changes beyond their control. If a manufacturer, or it's representative, requires a payment prior to manufacturing items to be ordered, client will pay that amount prior to KELLEN FLOORING SOLUTIONS, INC. placing the order. If a manufacturer, or it's representative, requires payment in advance to ship certain items, client will pay that amount in advance of shipment. This proposal is valid for forty-five (45) days. Full payment is due ten (10) days from receipt of invoice unless otherwise specified. THIS QUOTE IS EXCLUSIVE OF MATERIAL COST INCREASES DUE TO INTERNATIONAL TARIFFS. AS WE HAVE NO CONTROL OVER TARIFF IMPOSITION THERE WILL BE AN ADDITIONAL CHARGE TO COVER THE UNEXPECTED COST OF TARIFFS. Buyer Date Seller Date Page 2 Q2-43 Quote # 28235 2/1 /2024 10:38:18 AM MI 1i1i,. SOUTHLAKE PUBLIC WORKS Public Works Administration — Project Manager's Office 1400 Main Street I Suite 320 1 Southlake, Texas 76092 1 (p) (817) 748-8216 Update Raise (E) Waterline Steel Column Installation Coordination Topics a. RFI's. MEETING NOTES Tuesday, February 06, 2024 8:30 a.m. @ EOC and on TEAMS - Electrical Overhead - Electrical In -Wall - Plumbing Overhead Rough -In - Vent Routing - Structural Steel Installation i. RFI 21 — Drop Cords ii. RFI 22 — South Wall Furr Out iii. RFI 23 - Exposed Duct Liner b. Submittals. Outstanding i. 260553-1-9 Identification for Electrical Systems ii. 265100-2-0 Interior Lighting — Shop Drawings c. PCOs. Outstanding i. PCO2 — ASI-001 ii. PC03 — (E) South Concrete Wall - Structural Steel Installation - Electrical Overhead - Electrical In -Wall - Plumbing Vent Connection - Plumbing Rough -In Inspection (This Week) - Plumbing Top -Out Inspection (Inspections) d. DIRTT Walls. i. Bulkhead. The current spec'd 2-'/2` bulkhead would leave gapping with the DIRTT wall, creating an awkward finish. To remedy this, a 4" bulkhead was recommended so that the bulkhead can sit flush against the edge of the DIRTT wall. An RFI (RFI -022) has been submitted addressing this. e. Data Runs. FordAV's data runs located above the sound cloud can either be run as exposed cabling or placed into conduits. The issue at hand is whether the exposed wires will be visible and messy. i. Erica Bish (TSK) suggests the use of cable trays as an option, as opposed to conduits. ii. Matt Rowland (GL Seaman) mentions that cabling can be run behind the DIRTT walls, assuming it supports the desired pathway of the cables. iii. Hannah Runnels (SL) will follow up with IT's decision. Ford will also coordinate with Blair Halbert (SL) to coordinate the best solution. f. Card Reader. The access -controlled door will need to be shifted to provide at least 18" of space from the adjacent wall to the door frame. New expansion joints will also be added to the door frame. i. Jonathan Ellis (NSA) will visit the site before the door is flipped to preserve the access control wiring. g. Ductwork. The originally spec'd liner for the ductwork has notified Zack Johnson (Gliden) of an additional 4-5-week lead time. Delays in the liner will lead to delays in the ceiling's completion, extending the lead time of DIRTT walls, as they will not be able to collect field measurements. Innovation 0 Integrity 0 Accountability 0 Commitment to Excellence 0 Teamwork www.cityofsouthlake.com i. An alternative fiber glass liner with the same rating as the originally spec'd liner was proposed by Gliden and submitted through RFI-023. Kurt Ackermann and Andrew Merrick (SL) will review the new liner to ensure it is up to City standard. III. Outstanding Items a. PCO #02. Erica Bish (TSK) will meet with Gliden later this week to discuss and clarify questions re: PCO #2. b. Glass Partition Wall. Shop drawings are expected to be in by Monday (2/12). c. FordAV. Ford is currently tracking the concrete fur out RFI for the south video wall. Alex Wade (Ford) will send shops/current tech specs to Mona (SL) and Matt Rowland (GL Seaman) to ensure the spec'd DIRTT wall can withstand the load of the AV equipment mounting to it. d. DIRTT. Casework and power shop drawings are expected to be submitted today (2/6/24). Matt Rowland (GL Seaman) requests confirmation that the DIRTT walls are not intended to be set into MDF. Alex Wade (Ford) confirms that the goal is to anchor into concrete. e. Ham Radio. Awaiting coordination between MCA and Catherine Wilson (TSK). f. Terrazzo. The alternative to terrazzo (tile with a terrazzo finish) will not be adequate as there is not a sufficient color match available to match the existing terrazzo. i. Terrazzo will be incorporated in the latter half of construction as all overhead construction must be completed before the terrazzo team is brought in. g. Fiber Optic Line from Server Room to IT Closet. Blair Halbert (SL) will clarify tech specs for the fiber optic line and send to Mo Estepa (SL), who will forward to Gliden for pricing. h. Ceiling Color. After viewing the sample photos provided by Erica, Chief Starr was not satisfied with the complete beige finish. The appearance is too bright and sterile. i. Follow Up. Erica Bish (TSK) will send photo samples of a similar space that utilizes a dark gray band to give the space more dimension. i. Pay App 01. Mo Estepa will provide notes/revisions for Zack Johnson (Gliden) to make on Pay App 01. Mona Hassan (SL) will send a cover sheet template for Gliden to fill out and attach to the beginning of the pay app. Erica Bish (TSK) will sign off in Catherine Wilson's absence. i. Process. Upon approval, and execution from all parties, Gliden will submit the Pay App to accountspayable a(D.ci., outhlake.tx.us and copy Mo Estepa and Mona Hassan (SL) on the email. j. Siren. Siren vendor has not been effectively responsive to the multiple communications efforts put forth by Kennedy Meehan (SL). Mo Estepa and Mona Hassan (SL) will begin assisting to get a response. IV. Action Items a. Alex Wade (FordAV): Send Mona Hassan (SL) and Matt Rowland (GL Seaman) shop drawings/specs for video wall. b. Erica Bish (TSK): (1) Send Chief Starr (SL) new reference photos for ceiling finishes. (2) Review Pay App 01. c. Hannah Runnels (SL): Determine how data cabling should be run above the sound cloud in the main EOC (exposed vs in conduits vs in cable trays). d. Mona Hassan (SL): Contact siren vendor. V. Attendees a. City: Mo Estepa, Kennedy Meehan, Mike Starr (Teams), Hannah Runnels (Teams), Mona Hassan b. GL Seaman: Matt Rowland (Teams), BG Ghadimi (Teams) c. Ford: Alex Wade (Teams) d. TSK: Erica Bish (Teams) e. Gliden: Carsen Medlin, Zack Johnson, Brandon Elliott (Teams) Innovation 0 Integrity 0 Accountability 0 Commitment to Excellence 0 Teamwork www.cityofsouthlake.com CITY OF SOUTHLAKE SOUTHLAK�E Project No. 2022-81 PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 5 (AMENDED) PROJECT NO.: 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Additional Additional (Detailed Explanation Attached) Contract Work Days Work Days Price' Requested by Approved by Contractor City 1. Revised Scope of Work for Glass $35,382.50 0 0 Operable Partition Walls per Proposed Change Order #006 (attached). Net Change in Contract Price' and Work $35,382.50 0 0 Day2 'Deduction or decrease in Contract Price is denoted in parentheses. 2Net Change in Work Days shall be the sum of the Change in Work Days Approved by City The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO 03.......................................................................................$1,986.94 CCO04....................................................................................... $3,255.36 CCO 05.....................................................................................$35,382.50 TOTAL..................................................................................... $716,973.11 =��If SOUTHLAKE PUBLIC WORKS SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 TIME EXTENSION: CCO 4......................................................................4 TIME EXTENSION: CCO 5......................................................................0 NEW TOTAL WORKING DAYS: ........................................................... 122 LAST DAY OF WORK: .............................................................. 05/03/2024 CITY OF SOUTHLAKE Project No. 2022-81 ,�1�liCITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No.: 5 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Glass Operable Partition Walls per Proposed Change Order #006 (attached). A. Reason for Chanqe: Contractor failed to include a cost of furnishing and installing operable partitions in the original proposal. This oversight was caused, in part, by unclear delination of the modular construction items to be furnished by the City and to be furnished by the Contractor. The contractor submitted a request for a product substitution for the operable partition, which the City deemed to be equal to the specified product. The contractor further agreed to split the direct cost of the product 50/50, with the City. No profit or overhead was attached to the proposed cost of the work. B. Description of Chanqe: See Proposed Change Order #006 (attached) C. Change in Contract Cost: Add $35,382.50 D. Chanqe in Completion Date: Contractor requested that 0 working days be added to the Contract Time. Add 0 Working Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.94. Contract Change Order No. 4 increased the Contract Price by $3,255.36. Contract Change Order No. 5 increased the Contract Price by $35,382.50. The new Contract Price will be $716,973.11, resulting in an increase of approximately 9.63% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, 0 calendar days per Change Order No. 3, 4 calendar days per Change Order No. 4, and 0 calendar days per Change Order No. 5. The last contract Working Day is now May 3, 2024. Ordered: Project Manager Acceptance by the Contractor: Date: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Zack Johnson, Project Manager ti k n � I s 5 tin u s r tZt�" 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 3/5/2024 1 PO#: CO Name: Operable Partition - Kwik Wall Proposed Change Order #6 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work Includes all work associated with the operable wall including all items in the shop drawings. Operable partition to be STELLA by Kwik-Wall. Operable Partition (Proposal attached) Overhead/Ins/Bnd Superintendent P&P Bond Cl GL Ins EL Ins Contractors Fee Total of Work Specified I Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 3/5/24 dustries Date Representative, TSK Date $ 70,765.00 5% $ - $ 70,765.00 Representative, City of Southlake Date ■r` -.i �q i III WN F-W No: = ■ PROPOSAL PROJECT: Southlake EOC Relocation To: Zack — Gliden Industries Scope: OPERABLE PARTITIONS Hudson Building Systems, Ltd. 2530 Tarpley Rd., Ste. 300 Carrollton, TX 75006 Ph. (972) 418-9665 Location: Dallas, TX Date: October 24, 2023 (revised 1/11) Spec Section: 10.22.26 — Glass Partition Systems KWIK-WALL Manufacturer Series: STELLA, Manually Operated GLASS Panel Partitions Installation: Factory Trained Installers Quantity / Sizes: (1) Opening: 20' - 5" Wide x 10' - 0" High (1) Opening: 8' - 5" Wide x 10' - 0" High + 18' - 7" Wide x 10' - 0" High with L condition Track BASE BID: $70,765.00 ADD OPTIONS: 1. Drilling of Overhead Support (up to 24" above ceiling), add: $800.00 ;YI, We strongly recommend you accept this option 2. we do have a team member that can handle the Structural Support if needed. Base Bid Includes: ✓ Installation ✓ Full Submittal Package ✓ 5-Year Warranty ✓ 45 STC ✓ Anodized Aluminum Track Houston Office: 10412 Rockley Road, Houston, TX 77099 _ Ph: (281) 933-8814 Dallas Office: 2530 Tarpley Road, #300, Carrollton, TX 75006 _ Ph: (972) 418-9665 No: www.hudsonbuildin2systems.com www.kwik-wall.com Hudson Building Systems, Ltd. • -W € i WN W 2530 Tarpley Rd., Ste. 300 Carrollton, TX 75006 now .-III 1 Ph. (972) 418-9665 ✓ Inset Pass Doors Base Bid Excludes: ■ Structural Overhead Supports ■ Custom Material (Vinyl, Fabric, HPL) ■ Delegated Engineering - Stamped Drawings (if needed, add $1,400) ■ Pocket Doors ■ Hoisting, Rigging, Craning to get Operable Partitions into Room - Unless otherwise noted ■ Sales Tax (If needed, please add: $2,885) This is based on a Substantial Completion Date of August 2024. If we install past this date, there will be an escalation fee for shipping into another quarter. TERMS: - Possible 50% Deposit Due Upon Approval of Project and 50% Due Upon Completion of Project * This is to be reviewed during award of project. - If required: P&P Bonds will add 2.5%. Textura will also add a small fee. - Proposal is valid for 30 days. Accepted By: Printed Name: Signature: PROJECT CONTACT: Tony Gavinito • Sales Manager • tony@hudsonbuildingsystems.com • (972) 955-3290 Houston Office: 10412 Rockley Road, Houston, TX 77099 _ Ph: (281) 933-8814 Dallas Office: 2530 Tarpley Road, #300, Carrollton, TX 75006 _ Ph: (972) 418-9665 No: www.hudsonbuildin2systems.com www.kwik-wall.com Wall B2 5664 [18'-7"] 600 [1'-11 5/8"] D � � p � � p � � I ■ L1 256 [10 1/16"] L2 256 [10 1/16"] 4x1112 [3'-7 3/4"] 0 Lf) ch O N m V 600 [1'-11 5/8"] L 1112 [3'-7 3/4"] q io �p CD p N M ncnVATIM BUTTM p m J Flu � °D 20 o`� o� Lo`n m r u N CO J � U'll Ill I 60 0� J W L c. N Co J L c2 m N c� ACTIVA`T ]Pi BUTTON O co rn ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm 593 708 *115/16"1 I [2'-3 7/8"1 o �) �) _ p � $ M 1265 p [4'-1 13/16"] ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: SEMI-AUTO ]SSTLELLA 7 SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 483 600 330 TRACK FINISH: NATURAL ANODIZED [1'-7] [1'-11 5/8"] [1'-1 "] PROFILE FINISH: NATURAL ANODIZED c� 0 PANEL FINISH: Low Iron Glass, Border Painted RAL } U io 9005 N N } � HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] 1 tJl HEIGHT - FLOOR TO TRACK: io WEIGHT: UNITS rn rn 1488 " °? [4'-10 9/16"] OBS: mm [7 Wall A + 131 1 10/230V 8788 10A [28'-101 FTrack Natural Anodized 80 1 1 — [3 3/4"] [3 1/8"1 [7 1/2"] — Double glazed (8mm tempered glass) —Profile Natural Anodized 30mm outline RAL 9005 HPL N005 Black Glossy 1HPL N005 Black Glossy I Wall B2 5723 [18'-9 5/16"1 #24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec Krik=I I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS n n I BASIC PANEL 8 FTrack Natural Anodized TELESCOPIC PANEL 1 DOOR PANEL 3 V FIXED TELESCOPE 1 I START UP PROFILE 1 I I JAMB PROFILE 1 I io v o o � I T PANEL 1 M" M� TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 _ I HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] I 38 4x1112 18 HEIGHT - FLOOR TO TRACK: [1 112"] [T-7 3/4"] [4 5/8"1 Double glazed (8mm tempered glass) Profile Natural Anodized 30mm outline RAL 9005 WEIGHT: UNITS 4 OBS: mm N Mlu (o N � to N � O) W M � M � <o M M O � zz: y a n u to O � n o n o u o n 0 u to o z zo v M (V 0 o � M p m N to �n o 0 m 264 N [10 3/8"1 o 500 500 611 500 611 485 500 500 500 500 u M [1'-711116"] [1'-711116"] [2'-01/16"] [1'-711116"] [2'-01/16"] [1'-71/16"] [1'-711116"] [1'-711/16"] [1'-711/16"] [1'-711/16"] v co 0 173 m r, I [6 13/16"] 310 M _o M I [1'-0 3/16"] 290 -- M q [11 7/16"] 0 n N � o o 290 N [11 7/16"] O N W O M MI. �o io 173 N � N [613/16"] n ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI Wall ,1� No. SETS: X1 OPERATION: SEMI -AUTO SU! TWIN I 44 STC PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm fa a T T o o 14.1442 13.1442 [4'-8 3/4"] [4'-8 3/4"1 a a 12.2780 [9'-1 7/16"] Fu m C 0 0 0 W d > o M 0 E M O 0 w 0 F- 0 . U n W J _ W I� 3.600 [1'-11 518"] 10.541 6.658 ��[1'-95/16"111 "o„ von rn N N 3 V ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [30481 HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm TWIN POINT SUSPENSION TRACK FALSE CEILING TOP RUBBER SEAL [0-301 ml i 416" [116] V �v V /\v / KEY SWITCH v GLAZED WALL JAMB 1 J' 1381 o TWIN POINT SUSPENSIOI Cl) V M J FALSE r•cn tur TOP RUBBER SEAL 10" 4�� �v /\v BOTTOM RUBBER SEAL [0-301mm FINISHED FLnnR C z— —7 z— � I I STEEL BEAM BY OTHERS- 4"-6" F C0-1501 BEAM PUNCHED BY OTHERS I 7" [1801 0 STEEL PLATE---_ r` TWIN POINT V SUSPENSION TRACK LO 41s" [1161 o � 0 0 u o ACTIVATION BUTTON 0 0 \ O n 7" [1801 rn ' 42 B ck—painted glass (black RAL 9005) FLOOR BOLT "' — O Back —painted glass (black RAL 9005) HPL N005 Black Glossy 0 ui CIF TELESCOPIC ALUMINUM PROFILE TELESCOPIC ALUMINUM PROFILE [5] � �' C51 ET TELESCOPIC SLEEVE / TELESCOPIC SLEEVE / 3 J' 1901 3 J' 1901 ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec K ikim fill li No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm gggLl- -~ I -- -- F _� _ - I _ _ i -_ - _ .. ����� ` ����r f � � � ' y _- ��� �; l q � � I ii � f ,rr �l „ � � r �� { F � � I i �. _ � � �. r I � -' y r ]�� J+ �y � 7i _ _ 1 f V 1 .. � � � �� _.� �.. �.. .. ... � �_ � .. .. '�-add �LGlrl�.a � ,. _.._+�'.��. � �� l I D � 4 ■ t, Gliden Indus �1 314 SOUTH WATER STREET f S r fts HENDERSON, NV 89015 U S T R� ❑ REVIEWED, NO EXCEPTIONS Submittal Coversheet Date: February 16, 2024 Project: Southlake EOC Relocation Contractor/Seller: Gliden Industries, LLC Submittals Description(s): Operable Partitions - Shop Drawings Specifications Section(s): 10-22-26 REVIEWED, EXCEPTIONS NOTED REJECTED RESUBMITTAL REQUIRED ❑ RECEIVED FOR RECORD DATE03/05/2024 BY C.A. Wilson REVIEWED ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND DOES NOT REL EVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS IN PART OR IN FULL. CONTRACTOR'S RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO VERIFICATION OF ACTUAL DIMENSIONS AND CONDITIONS AT THE JOB SITE, CORRELATION WITH OTHER TRADES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION AND SUPERVISION. Subcontractor/Seller CERTIFIES THAT THE SHOP DRAWINGS, PRODUCT DATA AND/OR SAMPLES INCLUDED IN THIS SUBMITTAL HAVE BEEN CHECKED AND COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND EXISTING SITE CONDITIONS, UNLESS OTHERWISE NOTED BELOW. ❑ Deviations ❑X No Deviations Deviations/Clarification(s): Subcontractor/Seller CERTIFIES THAT NO ASBESTOS CONTAINING MATERIALS OR WORK IS INCLUDED WITHIN THE SCOPE OF THIS PROPOSED SUBMITTAL. Submitted Bv: (Signature) (Printed Name) Project Manager (Title) o 7 o Lr) ch O N 6 V GC verify field dimension of 19'-71/4" will work with with manufacturer. Wall B2 5664 600 600 [V-11 5/8"1 L1 256 [10 1/16"] L2 256 [10 1/16"] 4x1112 [3'-7 3/4"1 [V-11 5/8"] C) • a b � L 1112 [3'-7 3/4"] q io Fp o� O M O N ncnVATIM BUTTM p co J Flu � °D 20 o`� oc_° �`n r u N CO J � 60 00— J W L c. N Co J L co m N c� ACTIVA`T ]Pi BUTTON O C C O En C E > U co Co -a m Y O 00 CV O C 0 C O U E CQ a CU a> E (D U_ m - a0� Q 000 > N u ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm 593 708 *115/16"1 I [2'-3 7/8"1 o �) �) _ p � $ M 1265 p [4'-1 13/16"] ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: SEMI-AUTO ]SSTLELLA 7 SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 483 600 330 TRACK FINISH: NATURAL ANODIZED [1'-7] [1'-11 5/8"] [1'-1 "] PROFILE FINISH: NATURAL ANODIZED c� 0 PANEL FINISH: Low Iron Glass, Border Painted RAL } U io 9005 N N } � HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] 1 tJl HEIGHT - FLOOR TO TRACK: io WEIGHT: UNITS rn rn 1488 " °? [4'-10 9/16"] OBS: mm what is this ? 1 10/230V 10A io o� c oo 0 [7 Wall A + 131 8788 [28'-101 FTrack Natural Anodized II 80 1 I [3 3/4"] [3 1/8"1 [7 1/2"] — Double glazed (8mm tempered glass) —Profile Natural Anodized 30mm outline RAL 9005 HPL N005 Black Glossy 1HPL N005 Black Glossy I Wall B2 5723 [18'-9 5/16"1 #24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec Krik=I I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS n n I BASIC PANEL 8 FTrack Natural Anodized TELESCOPIC PANEL 1 DOOR PANEL 3 V FIXED TELESCOPE 1 I START UP PROFILE 1 I I JAMB PROFILE 1 I io v o o � I T PANEL 1 M" M� TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 _ I HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] I 38 4x1112 18 HEIGHT - FLOOR TO TRACK: [1 112"] [T-7 3/4"] [4 5/8"1 Double glazed (8mm tempered glass) Profile Natural Anodized 30mm outline RAL 9005 WEIGHT: UNITS 4 OBS: mm N Mlu (o N � to N � O) W M � M � <o M M O � zz: y a n u to O � n o n o u o n 0 u to o z zo v M (V 0 o � M p m N to �n o 0 m 264 N [10 3/8"1 o 500 500 611 500 611 485 500 500 500 500 u M [1'-711116"] [1'-711116"] [2'-01/16"] [1'-711116"] [2'-01/16"] [1'-71/16"] [1'-711116"] [1'-711/16"] [1'-711/16"] [1'-711/16"] v co 0 173 m r, I [6 13/16"] 310 M _o M I [1'-0 3/16"] 290 -- M q [11 7/16"] 0 n N � o o 290 N [11 7/16"] O N W O M MI. �o io 173 N � N [613/16"] n ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI Wall ,1� No. SETS: X1 OPERATION: SEMI -AUTO SU! TWIN I 44 STC PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm fa a T T o o 14.1442 13.1442 [4'-8 3/4"] [4'-8 3/4"1 a a 12.2780 [9'-1 7/16"] Fu m C 0 0 0 W d > o M 0 E M O 0 w 0 F- 0 . U n W J _ W I� 3.600 [1'-11 518"] 10.541 6.658 ��[1'-95/16"111 "o„ von rn N N 3 V ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [30481 HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm TWIN POINT SUSPENSION TRACK FALSE CEILING TOP RUBBER SEAL [0-301 ml / KEY SWITCH 2 ° v GLAZED WALL JAMB 1 J' 1381 M WHICH SUSPENSION TRACK IS BEING USED? o TWIN POINT SUSPENSIOI 20 mP M FALSE M Iur. TOP RUBBER SEAL 10" BOTTOM RUBBER SEAL [0-30]rlrl FINISHED FLnnR z— -7 42 0 0 M 0 m «; 0 M 0 0 I STEEL BEAM BY OTHERS- 4"-6" F C0-1501 BEAM PUNCHED BY OTHERS 7" [1801 0 STEEL PLATE---_ ,r7n TWIN POINT SUSPENSION TRACK LO 416" [1161 'r " � GC to confirm who will punch beam. Bottom of beam at 13'-9" Confirm allowable length of ACTIVATION BUTTON rods. n 7" [1801 rn ' ;)�2 B ck—painted glass (black RAL 9005) FLOOR BOLT "' — O Back —painted glass (black RAL 9005) HPL N005 Black Glossy TELESCOPIC ALUMINUM PROFILE TELESCOPIC ALUMINUM PROFILE [5] � �' C51 E TELESCOPIC SLEEVE TELESCOPIC SLEEVE 3 J' 1901 3 J' 1901 Which sleeve will be used and will it accommodate - field dimension variations noted? 0 0 v ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec K ikin fill li No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO - STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: MM Q-0 -- -- F _� _ - I _ _ i -_ - _ .. ����� ` ����r f � � � ' y _- ��� �; l q � � I ii � f ,rr �l „ � � r �� { F � � I i �. _ � � �. r I � -' y r ]�� J+ �y � 7i _ _ 1 f V 1 .. � � � �� _.� �.. �.. .. ... � �_ � .. .. '�-add �LGlrl�.a � ,. _.._+�'.��. � �� =��If SOUTHLAKE PUBLIC WORKS Vill CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 6 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Additional Additional (Detailed Explanation Attached) Contract Work Days Work Days Price' Requested by Approved by Contractor City 1 Penetration and Revised Pathway to $28 829 94 0 0 New HAM Radio Room per PCO #11 Net Change in Contract Price' and Work $28,829.94 0 0 Day' 'Deduction or decrease in Contract Price is denoted in parentheses. 2Net Change in Work Days shall be the sum of the Change in Work Days Approved by City. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. =��If SOUTHLAKE PUBLIC WORKS SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO03.......................................................................................$1,986.94 CCO04.......................................................................................$3,255.36 CCO 05.....................................................................................$35,382.50 CCO 06.....................................................................................$28,829.94 TOTAL..................................................................................... $745,803.05 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 TIME EXTENSION: CCO 4......................................................................4 TIME EXTENSION: CCO 5......................................................................0 TIME EXTENSION: CCO 6......................................................................0 NEW TOTAL WORKING DAYS: ........................................................... 122 LAST DAY OF WORK: .............................................................. 05/03/2024 CITY OF SOUTHLAKE Project No. 2022-81 CITY OF SOUTHLAKE SOUTHLAK�E Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No.: 6 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Penetration for New HAM Radio Pathway A. Reason for Chanqe: Gliden's original scope of work involved providing a new pathway and low voltage/coaxial cabling from the existing antennae location to the new HAM radio room. After consulting with the HAM operators, a concern was raised that the proposed design would result in significant signal loss between to the new HAM radio room and the existing antennae on the roof. City staff reached out for support from MCA to help identify a solution. Gliden, in consultation with the HAM radio operators and MCA, identified an alternative solution involving a shorter coaxial cable run and installation of new antennae on the roof, closer to the new EOC. Cabling and installation of the antennae would be performed by others. Gliden would perform the coring, and preparation and repair of the roof, to accommodate the new antennae systems. B. Description of Chanqe: Furnish and install the material identified in Proposed Change Order #011 (attached). C. Chanqe in Contract Cost: Add $28,829.94 D. Chanqe in Completion Date: Contractor requested that 0 working days be added to the Contract Time. Add 0 Working Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.94. Contract Change Order No. 4 increased the Contract Price by $3,255.36. Contract Change Order No. 5 increased the Contract Price by $35,382.50. Contract Change Order No. 6 increased the Contract Price by 28,829.94. The new Contract Price will be $745,803.05, resulting in an increase of approximately 14.04% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, 0 calendar days per Change Order No. 3, 4 calendar days per Change Order No. 4, 0 calendar days per Change Order No. 5, and 0 calendar days per Change Order No. 6. The last contract Working Day is now May 3, 2024. Ordered: Project Manager Acceptance by the Contractor: Date: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Zack Johnson, Proiect Manager C3� I D F 1 S �duszRl� 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 4/10/2024 1 PO#: CO Name: Ham Radio Pathways Proposed Change Order #11 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to new HAM radio pathways and penetrations Electrical / Ham Radio Pathways Labor (breakout attached) $ 5,600.00 Materials (breakout attached) $ 11,399.86 Core Drilling (breakout attached) $ 1,200.00 OH/P $ 1,819.99 Roofing / Weatherproofing (breakout attached) $ 6,490.00 Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ 623.46 GL Ins $ 238.59 EL Ins $ 132.55 Contractors Fee 5% $ 1,325.49 Total of Work Specified $ 28,829.94 Exclusions: Procurment and installation of any coax cabling for the HAM radio. Does not include installation or terminations of coax cabling. NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 4/ Industries Date Date Representative, TSK Date Representative, City of Southlake Date Cost Analysis Form Project HAM Radio Pathways Contractor Name: Gliden Industries Description -Self Perform Tasks Labor Rate Labor Hrs Total Labor Total Material & Total Labor Equipment Total (Journeyman 80 40.0 $3,200.00 $3,200.00 (Apprentice 60 40.0 $2,400.00 $2,400.00 (Material $11,399.86 $11,399.86 Core drilling $1,200.00 $1,200.00 $0.00 $0.00 SUBTOTAL $18,199.86 Work Performed by the Contractor's Own Employees (per UGC) Work up to $10,000.00, add... 10.00% lWork between $10,000.01 and$20,000.00,add... 10.00% $1,819.99 Work greater than $20,000.00,add... 7.50% Total Self Perform $20,019.85 Description - Subcontractor Cow OH/P Total $ 0.00 $ 0.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! SUBTOTAL Managing Subcontracted Work (per UGC) Work up to $10,000.00, add... 10.00% Work between $10,000.01 and $20,000.00, add... 7.50% Work greater than $20,000.00, add... 5.00% Total $0.00 Bond and Insurance Total CO Cost $20,019.85 Time Needed ERPROOFING JERVICES PROPOSAL NUMBER: 240404-102-01 TO: Gliden Industries ATTENTION: Zack Johnson DATE: 04/04/2024 JOB SITE: City of Southlake RE: New Roof Penetrations We propose to furnish equipment, labor and materials to complete the following scope: Scope of Work - • Setup safety and staging equipment • Fabricate and Install, 2 pitch pans for the Antenna Farm • Repair roof where old antennas are removed • Fabricate and Install, 2 pitch pans for conduits • Provide and install pipe stands for the conduit (approx 50 feet) • Fabricate and Install, 1 pitch pans for a condensation line • Fabricate and Install, 1 pitch pans for an electrical Price........................................................................... $6,490 (Choice Facilities Contract # 22/022MJ-09) All work to be done in a good workmanship like manner with daily removal of debris. Approved by: (Signature) Date Estimated By: Gary Place (Print Name) ce,<<f,HUB ' Wll, o w,m -- CRCHCHCE PARTNERS 2336 Oak Grove Lane, Crossroads, Texas 76227 972-731-8222 * 972-731-8225 FAX Website: www.WsTexas.com * Email: ServiceaWsTexas.com