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R-2024-199 - 8/8/2024 RESOLUTION NO. R-2024-199 WHEREAS, the City of Round Rock entered into a contract on December 21, 2023 with SpawGlass Contractors, Inc., entitled "Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of Work Plus a Fee with a Guaranteed Maximum Price" ("Agreement"), and such contract is for the Old Settlers Park Buildout Project — Harrell Parkway (Package 3A.1); and WHEREAS, the terms of said Agreement require the submission of an Exhibit "A" to the Agreement titled, "Guaranteed Maximum Price Amendment" ("Amendment"); and WHEREAS,the City Council wishes to accept and execute said Amendment to the Agreement, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute, on behalf of the City, Guaranteed Maximum Price Amendment to the Agreement with SpawGlass Contractors, Inc. for the Old Settlers Park Buildout Project — Harrell Parkway (Package 3A.1), a copy of said Amendment being attached hereto as Exhibit"A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date,hour,place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 8th day of August, 2024. CRA MORG , Mayor City of Round k,Texas ATTEST: ft /) MEAG , Cit Clerk 0112.20242/4885-5669-7811 EXHIBIT „A„ 1 -AIA 1Document A133 - 2019 Exhibit A Guaranteed Maximum Price Amendment This Amendment dated the day of in the year ,is incorporated into the accompanying AIA Document A133Tll-2019,Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price dated the day of in the year (the ADDITIONS AND DELETIONS: "Agreement") added author of this document has added information needed for its (In words, indicate day, month, and year.) completion.The author may also have revised the text of the original for the following PROJECT: AIA standard form.An Additions and (Name and address or location) Deletions Report that notes added information as well as revisions to the Old Settlers Park Buildout—Package 3A.1 —Harrell Parkway standard form text is available from Old Settlers Park 3300 E Palm Valley Blvd,Round Rock,TX 78665 the author and should be reviewed.A vertical line in the left margin of this THE OWNER: document indicates where the author (Name, legal statas, and address) has added necessary information and where the author has added to or I City of Round Rock deleted from the original AIA text. 221 East Main Street,Round Rock,TX 78644 This document has important legal consequences.Consultation with an THE CONSTRUCTION MANAGER: attorney is encouraged with respect (Name, legal status, and address) to its completion or modification. I SpawGlass Contractors, Inc. AIA Document A201 TM-2017, 1111 Smith Road,Austin,TX 78721 General Conditions of the Contract for Construction,is adopted in this TABLE OF ARTICLES document by reference.Do not use with other general conditions unless A.1 GUARANTEED MAXIMUM PRICE this document is modified. A.2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION A.3 INFORMATION UPON WHICH AMENDMENT IS BASED AA CONSTRUCTION MANAGER'S CONSULTANTS,CONTRACTORS,DESIGN PROFESSIONALS,AND SUPPLIERS ARTICLE A.1 GUARANTEED MAXIMUM PRICE § A.1.1 Guaranteed Maximum Price Pursuant to Section 3.2.6 of the Agreement,the Owner and Construction Manager hereby amend the Agreement to establish a Guaranteed Maximum Price.As agreed by the Owner and Construction Manager,the Guaranteed Maximum Price is an amount that the Contract Sum shall not exceed.The Contract Sum consists of the Construction Manager's Fee plus the Cost of the Work,as that term is defined in Article 6 of the Agreement. § A.1.1.1 The Contract Sum is guaranteed by the Construction Manager not to exceed Twenty-Eight Million Three Hundred Thirty-Four Thousand Seven Hundred Thirty-Seven Dollars and No Cents ($28,334,737.00 ),subject to additions and deductions by Change Order as provided in the Contract Documents. Init. AIA Document At 33—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved "The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents'are trademarks of The American Institute of Architects.This document was produced at 15:47:11 1 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only,and may only be used in t accordance with the AIA Contract Documentst Terms of Service To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1767144034) § A.1.1.2 Itemized Statement of the Guaranteed Maximum Price.Provided below is an itemized statement of the Guaranteed Maximum Price organized by trade categories,including allowances; the Construction Manager's contingency;alternates;the Construction Manager's Fee;and other items that comprise the Guaranteed Maximum Price as defined in Section 3.2.l of the Agreement. (Provide itemized statement below or reference an attachment.) Reference attached GMP Package—TAB 06 § A.1.1.3 The Construction Manager's Fee is set forth in Section 6.1.2 of the Agreement. § A.1.1.4 The method of adjustment of the Construction Manager's Fee for changes in the Work is set forth ui Section 6.1.3 of the Agreement. § A.1.1.5 Alternates § A.1.1.5.1 Alternates,if any,included in the Guaranteed Maximum Price: Item Price § A.1.1.5.2 Subject to the conditions noted below,the following alternates may be accepted by the Owner following execution of this Exhibit A.Upon acceptance,the Owner shall issue a Modification to the Agreement. (Insert below each alternate and the conditions that nu/si be rnet.for the Avner to accept the alternate.) Rem Price Conditions for Acceptance §A.1.1.6 Unit prices,if any: (Identify the item and state the wilt price and quantity limitations, if any, to which the unit price will be applicable.) Rem Units and Limitations Price per Unit($0.00) ARTICLE A.2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § A.2.1 The date of commencement of the Work shall be: (Check one of the following boxes.) [ ] The date of execution of this Amendment. [X ] Established as follows: (Insert a date or a means to determine the date oJ"commencement of the Work.) September 31',2024 If a date of commencement of the Work is not selected,then the date of commencement shall be the date of execution of this Amendment. § A.2.2 Unless otherwise provided,the Contract Time is the period of time,including authorized adjustments,allotted in the Contract Documents for Substantial Completion of the Work.The Contract Time shall be measured from the date of commencement of the Work. § A.2.3 Substantial Completion § A.2.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents,the Construction Manager shall achieve Substantial Completion of the entire Work: (Check one ofthe following boxes and complete the necessary information.) [ ] Not later than ( )calendar days from the date of commencement of the Work. Init. AIA Document A133—2019 Exhibit A.Copyright®1991,2003,2009,and 2019.All rights reserved "The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 15:47:11 2 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only,and may only be used in t accordance with the AIA Contract Documentse Terms of Service To report copyright violations,e-mail docinfo@aiacontracts-corn. User Notes: (1767144034) [X ] By the following date:January 23111,2026 § A.2.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents, if portions of the Work are to be completed prior to Substantial Completion of the entire Work,the Construction Manager shall achieve Substantial Completion of such portions by the following dates: Portion of Work Substantial Completion Date § A.2.3.3 If the Construction Manager fails to achieve Substantial Completion as provided in this Section A.2.3,liquidated damages,if any,shall be assessed as set forth in Section 6.1.6 of the Agreement. ARTICLE A.3 INFORMATION UPON WHICH AMENDMENT IS BASED § A.3.1 The Guaranteed Maximum Price and Contract Time set forth in this Amendment are based on the Contract Documents and the following: § A.3.1.1 The following Supplementary and other Conditions of the Contract: Document Title Date Pages § A.3.1.2 The following Specifications: (Either list the Specifications here, or refer to an exhibit attached to this Amendment.) Harrell Parkway A,1—Specifications(Electrical.,Playing Fields,Roadway and Utilities)as issued by Kimley Horn on June 141, 2024 Section Title Date Pages § A.3.1.3 The following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this Amendment.) Harrell Parkway A.1 — 100%Plans and Cross Sections as issued by Kimley Horn on June 1411,2024 Number Title Date § A.3.1.4 The Sustainability Plan,if any: (If the Owner identified a Sustainable Objective in the Owner's Criteria, identift the document or documents that comprise the Sustainability Plan by title, date and number of pages, and include other identifying information. The Sustainability Plan identifies and describes the Sustainable Objective; the targeted Sustainable Measures; implementation strategies selected to achieve the Sustainable Measures;the Owner's and Construction Manager's roles and responsibilities associated with achieving the Sustainable Measures;the specific details about design reviews,testing or metrics to verify achievement of each Sustainable Measure;and the Sustainability Documentation required for the Project, as those terms are defined in Exhibit C to the Agreement.) Title Date Pages Other identifying information: § A.3.1.5 Allowances,if any, included in the Guaranteed Maximum Price: (Identify each allowance.) Item Price Electrical Investigation Allowance $20,000.00 Init. AIA Document At 33—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved "The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects This document was produced at 15:47:11 3 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only,and may only be used in t accordance with the AIA Contract Documents1c Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com User Notes: (1767144034) Temporary Pavement Allowance 55,000.00 Irrigation Repair Allowance 525,000.00 Monument Sign Allowance S135,000.00 Electrical Enclosure Allowance $120,000.00 Primary Electrical Connection Allowance 5102,000.00 Stabilized Base Subgrade at Fields Allowance 51,696,000.00 § A.3.1.6 Assumptions and clarifications, if any,upon which the Guaranteed Maximum Price is based: (Identifi,each assumption and clarification) Reference attached GMP Package—TAB 05 § A,3.1.7 The Guaranteed Maximum Price is based upon the following other documents and information: (List anv other documents or information here, or refer to an exhibit attached to this Amendment.) ARTICLE AA CONSTRUCTION MANAGER'S CONSULTANTS, CONTRACTORS, DESIGN PROFESSIONALS, AND SUPPLIERS § AAA The Construction Manager shall retain the consultants,contractors,design professionals,and suppliers,identified below: (List name, discipline, address, and other information.) This Amendment to the Agreement entered into as of the day and year first written above. OWNER(Signature) C S 101 MA GER(Signature) Craig Morgan Mayor David Pa en ivision President (Printed name and title) (Printed name and title) Init. AIA Document A133—2019 Exhibit A.Copyright©1991,2003,2009,and 2019.All rights reserved "The American Institute of Architects,""American Institute of Architects,-"AIA,"the AIA Logo,Nand"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 15:47:11 4 ET on 07/19/2024 under Order o 4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only,and may only be used in 1 accordance with the AIA Contract Documentsc Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1767144034) Additions and Deletions Report for AIA 0 Document A1330— 2019 Exhibit A This Additions and Deletions Report,as defined on page 1 of the associated document,reproduces below all text the author has added to the standard form AIA document in order to complete it,as well as any text the author may have added to or deleted from the original AIA text.Added text is shown underlined.Deleted text is indicated with a horizontal line through the original AIA text. Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 15:47:11 ET on 07/19/2024. PAGE 1 Old Settlers Park Buildout-Packaue 3A.1 -Harrell Parkwa} Old Settlers Park 3300 E Palm Valley Blvd.Round Ruck.TX 78661 Citv of Round Rock 221 East Main Strcet. Round Rock,TX 736-11 SpawGlass Contractors,Inc. I l 1 I Smith Road,Austin,TX 78721 § A.1.1.1 The Contract Sum is guaranteed by the Construction Manager not to exceed Twenty-Eight Million Three Hundred Thirty-Four Thousand Seven Hundred Thirty-Seven Dollars and No Cents ($28,334,737.00 ),subject to additions and deductions by Change Order as provided in the Contract Documents. PAGE 2 Reference attached GMP Package-TAB 06 [X ] Established as follows: September 311,2024 PAGE 3 [X I By the following date:January 23"',2026 Harrell Parkway A.] -Specifications(Electrical.Playing Fields.Roadway and Utilities)as issued by Kimley Horn on June 141r',2024 Harrell Parkway A.I - 100"„Plans and Cross Sections as issued by Kimley Horn on June 14".2021 Additions and Deletions Report for AIA Document A133-2019 Exhibit A.Copyright(P 1991,2003,2009,and 2019.All rights reserved.'The American Institute of Architects,""American Institute of Architects,"'AIA,*the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This 1 document was produced at 15:47:11 ET on 07/1912024 under Order No.4104243609 which expires on 10/0312024,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents"Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts cam. User Notes: (1767144034) Electrical Investigation Allowance S20.000.00 Temporary Pavement Allowance 55.000.00 Irrigation Repair Allowance S25,000.00 Monument Sign Allowance 5135.000.00 Electrical Enclosure Allowance S1'-0.000.00 Primary Electrical Connection Allowance 510'_.000.00 Stabilized Base Subtrade at Fields Allowance S 1.696.000.00 PAGE 4 Reference attached GMP Package-T.4B 05 Craig,Morgan Mayor _ David Paden Division President Additions and Deletions Report for AIA Document A133—2019 Exhibit A Copyright®1991,2003,2009,and 2019.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,'the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This Z document was produced at 15:47:11 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only.and may only be used in accordance with the AIA Contract Documents Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1767144034) Certification of Document's Authenticity AIA®Document D401 TM — 2003 I, ,hereby certify,to the best of my knowledge, information and belief,that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 15:47:11 ET on 07/19/2024 under Order No.4104243609 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA'`'Document A 133TM—2019 Exhibit A,Guaranteed Maximum Price Amendment,other than those additions and deletions shown in the associated Additions and Deletions Report. (Signed) (Title) (Dated) AIA Document D401—2003.Copyright®1992 and 2003.All rights reserved "The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents'are trademarks of The American Institute of Architects.This document was produced at 15:47:11 ET on 07/19/2024 under Order No.4104243609 which expires on 10/03/2024,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documentse Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (1767144034) SpwGlass Providing Abso tei ' ,. Construction I ' GUARANTEED MAXIMUM �� _ '�i► PRICE (GMP) 1i L REVISION 1 �f CITY OF ROUND ROCK OLD SETTLER'S PARK BUILDOUT PROJECT Harrell Parkway Package 3A.1 July 19th, 2024 _ Y, r� IL TABLE OF CONTENTS TAB 1 TAB 6 GUARANTEED MAXIMUM PRICE PROPOSED GMP BREAKDOWN PROPOSAL FORM TAB 2 TAB 7 EXECUTIVE PROJECT SUMMARY MASTER PROJECT SCHEDULE TAB 3 TAB 8 PROJECT TEAM PROCUREMENT PACKAGE STRATEGY TAB 4 TAB 9 LIST OF DOCUMENTS TAB 5 TAB 10 ASSUMPTIONS & CLARIFICATIONS TAB1 GUARANTEED • Tr PRICE PROPOSAL FORM bk Ak A i (y Providing the Absolute Best Construction Experience Project Cost Summary 100% CD ESTIMATE OVERVIEW SpawGlass Contractors, Inc. hereby submits to the City of Round Rock for the use and benefit of the new Old Settler's Park Buildout - Package 3A.1 Harrell Parkway Realignment, a CMAR price based on the 100% CD Drawings, as follows: 1. The proposed amount for the Direct Cost of the Work: $ 24,352,224 2. General Conditions $ 574,639 3. General Liability Insurance (.78%) $ 221,.011 4. Payment & Performance Bonds $ 224,197 5. Subcontractor Default Insurance (1.25% of C.o.W.) $ 304,403 6. Contractors Contingency (3%) $ 850,042 7. Construction Phase Fee (3.50%) $ 958,180 8. Owner/Design Progression Contingency (3.00%) $ 850,042 9. TOTAL: LINE ITEMS 1 THROUGH 8: $ 28,334,737 TuL2r Wewl,ze c. Tyler Wenzel, Project Executive TAB EXECUTIVE tr/r PROJECT SUMMARY j 00Lim, 000 y �\w Providing the Absolute Best Construction Experience Executive Summary City of Round Rock — Old Settler's Park Build Out Package 3A.1 - Harrell Parkway Realignment 100% CD Drawings 3300 E Palm Valley Blvd Round Rock, TX 78665 Scope of Work Package 3A.1 - Harrell Parkway Realignment is the modification of the existing road. This includes demo, lime stabilization, road base, asphalt, striping, site utilities relocation, fiber re-route, a pedestrian overpass, a pedestrian underpass, a new vehicular bridge, new trails, new sidewalks, new grass fields, Musco lights, Lakeview parking lot and landscaping. Overview The new Harrell Parkway Re-alignment modifies the existing road going through the middle of the Old Settler's Park. This work is planned to be completed in three main stages: 3A.1 - The road in front of the Lakeview project and the connection to Kenny Fort is the first phase, which allows the Lakeview package to be completed and allows a bypass by this connection. This phase also includes installation of the Lakeview parking lot and two new grass fields, of which these must be completed prior to the Multipurpose Complex commencing work. It is assumed that the entirety of the 3A.1 Harrell Parkway will be shutdown. 3A.2 - This phase is the rest of the road, minus the vehicular bridge. This phase will require the road to be re-built, while maintaining public access via pedestrians and vehicles. It is assumed that this section of Harrell Parkway must be partially open to the public during this construction phase. 3A.3 - This phase is the Chandler Branch vehicular bridge. The phasing of this road is crucial to allow for the construction to be completed, while keeping the park open and active to the public. This road also ties into all the other packages, which leads this package to be coordinated with the other packages schedule and logistics plan. TAB PROJECT f ' z NP s ' G { r. 7 rE - Providing the Absolute Best Construction Experience r ` I ORGANIZATION CHART LEGEND Management Support Team Lead/Single Point-of-Contact On-site Team Safety CITY OF ROUND ROCK Preconstruction/Estimating Support DAVID PADEN -" TOM MCCLANAHAN DIVISION- SENIOR ESTIMATOR JOEY GEORGE ADAM WARDEN OPERATIONS MANAGER ESTIMATOR JUAN MARQUEZ BRIAN CLAXTON SAFETY COORDINATOR BIMNDC COORDINATOR TYLER WENZEL PROJECT EXECUTIVE/ PRECONSTRUCTION SERVICES MANAGER PARKER BLASCHKE HARRISON HOLLEY SENIOR PROJECT MANAGER SENIOR SUPERINTENDENT © ASSISTANT PROJECT MANAGERS FASSISTANT SUPERINTENDENTS DAYLON DYESS QUALITY CONTROL COORDINATOk 11 i A%V. Providing the Absolute Best Construction Experience List Of Documents City of Round Rock-Old Settler's Park Build Out Package 3A.1-Harrell Parkway Realignment 100%CD Drawings 3300 E Palm Valley Blvd Round Rock,TX 78665 SHEET NUMBER&SHEET DESCRIPTION REVISION DATE R-1-TITLE SHEET 6/14/2024 R-2-INDEX OF SHEETS 6/14/2024 R-3-PROJECT LAYOUT 6/14/2024 R-4-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-5-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-6-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-7-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-8-SURVEY CONTROL LAYOUT SHEET 6/14/2024 R-9-EXISTING TYPICAL SECTIONS 6/14/2024 R-10-PROPOSED TYPICAL SECTIONS 6/14/2024 R-11-PROPOSED TYPICAL SECTIONS 6/14/2024 R-12-GENERAL NOTES 6/14/2024 R-13-SUMMARY OF TRAFFIC CONTROL PLAN QUANTITIES 6/14/2024 R-14-SUMMARY OF REMOVAL QUANTITIES 6/14/2024 R-15-SUMMARY OF ROADWAY QUANTITIES 6/14/2024 R-16-SUMMARY OF ROADWAY QUANTITIES 6/14/2024 R-17-SUMMARY OF RETAINING WALL QUANTITIES 6/14/2024 R-18-SUMMARY OF DRAINAGE QUANTITIES 6/14/2024 R-19-SUMMARY OF SIGNING AND PAVEMENT MARKINGS 6/14/2024 R-19A-SUMMARY OF SIGNING AND PAVEMENT MARKINGS 6/14/2024 R-20-SUMMARY OF EROSION CONTROL QUANTITIES 6/14/2024 R-21-SUMMARY OF ILLUMINATION QUANTITIES 6/14/2024 R-22-TRAFFIC CONTROL PLAN NARRATIVE 6/14/2024 R-23-TRAFFIC CONTROL DETOUR PLAN LAYOUT 6/14/2024 R-24-CITY STANDARD DETAILS 6/14/2024 R-25-BARRICADE AND CONSTRUCTION GENERAL NOTES AND REQUIREMENTS 6/14/2024 R-26-PROJECT LIMIT BARRICADE AND CONSTRUCTION 6/14/2024 R-27-BARRICADE AND CONSTRUCTION WORK ZONE SPEED LIMIT 6/14/2024 R-28- BARRICADE AND CONSTRUCTION TEMPORARY SIGN NOTES 6/14/2024 R-29- BARRICADE AND CONSTRUCTION TYPICAL SIGN SUPPORT 6/14/2024 R-30- BARRICADE AND CONSTRUCTION PORTABLE CHANGEABLE MESSAGE SIGN(PCMS) 6/14/2024 R-31-BARRICADE AND CONSTRUCTION ARROW PANEL,REFLECTORS, WARNING LIGHTS&ATTENUATOR 6/14/2024 R-32- BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES 6/14/2024 R-33- BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES 6/14/2024 R-34-BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES 6/14/2024 R-35-BARRICADE AND CONSTRUCTION PAVEMENT MARKINGS 6/14/2024 R-36- BARRICADE AND CONSTRUCTION PAVEMENT MARKING PATTERNS 6/14/2024 R-37-WORK ZONE SHORT TERM PAVEMENT MARKINGS 6/14/2024 R-38-TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK 6/14/2024 R-39-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-40-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-41-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-42-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-43-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-44-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-45-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-46-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-47-HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-48-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-49-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-50-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-51-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-52-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-53-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-54-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-55-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-56-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-57-ROADWAY PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-58-ROADWAY PLAN&PROFILE SPORTS CAPITAL 6/14/2024 R-59-ROADWAY PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-60-ROADWAY PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-61-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-62-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-63-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-64-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-65-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-66-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-67-SHARED-USE PATH PLAN&PROFILE HARRELL PARKWAY 6/14/2024 R-68-SHARED-USE PATH PLAN&PROFILE PEDESTRIAN BRIDGE 6/14/2024 R-69-SHARED-USE PATH PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-70-SHARED-USE PATH PLAN&PROFILE HERITAGE CROSSING 6/14/2024 R-71-SHARED-USE PATH CONNECTION SPORTS CAPITAL CROSSING 6/14/2024 R-72-ROADWAY MISCELLANEOUS DETAILS 6/14/2024 R-73-DRIVEWAY DETAILS 6/14/2024 R-74-OLD SETTLERS PARK MONUMENT SIGN FOOTING DETAILS 6/14/2024 R-75-CITY STANDARD DETAILS 6/14/2024 R-76-CITY STANDARD DETAILS 6/14/2024 R-77-CITY STANDARD DETAILS 6/14/2024 R-78-CITY STANDARD DETAILS 6/14/2024 R-79-MEATL BEAM GUARD FENCE 6/14/2024 R-80-METAL BEAM GUARD FENCE LONG SPAN TL-3 MASH COMPLIANT 6/14/2024 R-81-METAL BEAM GUARD FENCE(MOW STRIP) 6/14/2024 R-82-METAL BEAM GUARD FENCE TRANSITION(TL2)(Low Speed Transition) 6/14/2024 R-83-MISCELLANEOUS CURB.PATH,SIDEWALK,AND MEDIAN DETAILS 6/14/2024 R-84-POST&CABLE FENCE 6/14/2024 R-85-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-86-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-87-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-88-PEDESTRIAN FACILITIES CURB RAMPS 6/14/2024 R-89-PEDESTRIAN HANDRAIL DETAILS 6/14/2024 R-90-PEDESTRIAN HANDRAIL DETAILS 6/14/2024 R-91-PEDESTRIAN HANDRAIL DETAILS 6/14/2024 R-92-TRINITY HIGHWAY SOFTSTOP END TERMINAL MASH 6/14/2024 R-93-MAX-TENSION END TERMINAL 6/14/2024 R-94-SINGLE GUARDRAIL TERMINAL 6/14/2024 R-95-COMBINATION RAIL TEXAS CLASSIC 6/14/2024 R-96-COMBINATION RAIL TEXAS CLASSIC 6/14/2024 R-97-COMBINATION RAIL TEXAS CLASSIC 6/14/2024 R-98-TRAFFIC RAIL TEXAS CLASSIC 6/14/2024 R-99-TRAFFIC RAIL TEXAS CLASSIC 6/14/2024 R-100-DRAINAGE AREA MAP 6/14/2024 R-101-DITCH TABLE SUMMARY HARRELL PARKWAY 6/14/2024 R-102-DITCH TABLE SUMMARY HERITAGE CROSSING 6/14/2024 R-103-CULVERT HYDROLOGIC AND HYDRAULIC SUMMARY 6/14/2024 R-104-CHANDLER BRANCH TRIBUTARY 5 HYDRAULIC DATA 6/14/2024 R-105-CULVERT LAYOUT HERITAGE CROSSING 6/14/2024 R-106-CULVERT LAYOUT SHARED USE PATH 6/14/2024 R-107-CULVERT LAYOUT 6/14/2024 R-108-CULVERT LAYOUT 6/14/2024 R-109-CULVERT LAYOUT 6/14/2024 R-110-CULVERT LAYOUT 6/14/2024 R-111-CULVERT LAYOUT 6/14/2024 R-112-STORM HYDROLOGIC&HYDRAULIC DATA 6/14/2024 R-113-STORM PLAN AND PROFILE 6/14/2024 R-114-CITY STANDARD DETAILS 6/14/2024 R-115-DETAILS CITY STANDARD PHASE A.1 ROADWAY IMPROVEMENTS 6/14/2024 R-116-BOX CULVERT SUPPLEMENT WINGS AND END TREATMENTS 6/14/2024 R-117-MULTIPLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS 6/14/2024 R-118-MULTIPLE BOX CULVERTS CAST-IN-PLACE 9'-0"SPAN 0'TO 10'FILL 6/14/2024 R-119-MULTIPLE BOX CULVERTS CAST-IN-PLACE 9'-0"SPAN 0'TO 10'FILL 6/14/2024 R-120-BOX CULVERTS PRECAST MISCELLANEOUS DETAILS 6/14/2024 R-121-SINGLE BOX CULVERTS PRECAST 3'-0"SPAN 6/14/2024 R-122-SINGLE BOX CULVERTS PRECAST 4'-0"SPAN 6/14/2024 R-123-SINGLE BOX CULVERTS PRECAST 5'4'SPAN 6/14/2024 R-124-CONCRETE WINGWALLS WITH FLARED WINGS FOR 6/14/2024 R-125-PRECAST AREA ZONE DRAIN 6/14/2024 R-126-PRECAST BASE 6/14/2024 R-127-CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 6/14/2024 R-128-SAFETY END TREATMENT FOR 0°SKEW BOX CULVERTS(MAXIMUM Hw=74")TYPE I-CROSS DRAINAGE 6/14/2024 R-129-SAFETY END TREATMENT FOR 0°SKEW BOX CULVERTS(MAXIMUM Hw=7'-0")TYPE I-CROSS DRAINAGE 6/14/2024 R-130-PRECAST SAFETY END TREATMENT TYPE II-CROSS DRAINAGE 6/14/2024 R-131-PRECAST SAFETY END TREATMENT TYPE II-CROSS DRAINAGE 6/14/2024 R-132-SAFETY END TREATMENT WITH FLARED WINGS FOR 15°&30°SKEW BOX CULVERTS TYPE I-CROSS DRAINAGE 6/14/2024 R-133-SAFETY END TREATMENT WITH FLARED WINGS FOR 15°&30°SKEW BOX CULVERTS TYPE I-CROSS DRAINAGE 6/14/2024 R-134-SAFETY END TREATMENT WITH FLARED WINGS FOR 15°&30°SKEW BOX CULVERTS TYPE I-CROSS DRAINAGE 6/14/2024 R-135-EXTENDED CURB DETAILS FOR BOX CULVERTS WITH CURBS OVER 1'-0"TO 5'-0"TALL 6/14/2024 R-136-RAIL ANCHORAGE CURB BOX CULVERT RAIL MOUNTING DETAILS(CURBS 8"TO 5'4"TALL ONLY) 6/14/2024 R-137-RAIL ANCHORAGE CURB BOX CULVERT RAIL MOUNTING DETAILS(CURBS 8"TO 5'4"TALL ONLY) 6/14/2024 R-138-STONE RIPRAP 6/14/2024 R-139-STONE RIPRAP 6/14/2024 R-140-RETAINING WALL HORIZONTAL ALIGNMENT DATA SHEET 6/14/2024 R-141-RETAINING WALL LAYOUT WALL PB 1 6/14/2024 R-142-RETAINING WALL LAYOUT WALL PB 2 6/14/2024 R-143-RETAINING WALL LAYOUT WALL PB 3 6/14/2024 R-144-RETAINING WALL LAYOUT WALL PB 4 6/14/2024 R-145-RETAINING WALL LAYOUT WALL Wl 6/14/2024 R-146-RETAINING WALL LAYOUT WALL Wl 6/14/2024 R-147-RETAINING WALL LAYOUT WALL W2 6/14/2024 R-148-RETAINING WALL LAYOUT WALL W2 6/14/2024 R-149-RETAINING WALL RETAINING WALL MISCELLANEOUS DETAILS 6/14/2024 R-150-SOIL BORE LOG 6/14/2024 R-151-SOIL BORE LOG 6/14/2024 R-152-SOIL BORE LOG PHASE A.1 6/14/2024 R-153-EARTHWORK MEASUREMENT AT RETAINING WALL 6/14/2024 R-154-MECHANICALLY STABILIZED EARTH RETAINING WALL DESIGN DATA 6/14/2024 R-155-RETAINING WALL MECHANICALLY STABILIZED EARTH 6/14/2024 R-156-RETAINING WALL MECHANICALLY STABILIZED EARTH 6/14/2024 R-157-RETAINING WALL TRAFFIC RAILING FOUNDATIONS 6/14/2024 R-158-BRIDGE LAYOUT PEDESTRIAN BRIDGE 6/14/2024 R-159-SUMMARY OF ESTIMATED BRIDGE QUANTITIES AND NOTES PEDESTRIAN BRIDGE 6/14/2024 R-160-ABUTMENT NO.1&2 DETAILS PEDESTRIAN BRIDGE 6/14/2024 R-161-ABUTMENT NO.1&2 DETAILS PEDESTRIAN BRIDGE 6/14/2024 R-162-SOIL BORING LOGS PEDESTRIAN BRIDGE 6/14/2024 R-163-BRIDGE MOUNTED CLEARANCE SIGN ASSEMBLY 6/14/2024 R-164-BRIDGE MOUNTED CLEARANCE SIGN ASSEMBLY 6/14/2024 R-165-BRIDGE MOUNTED CLEARANCE SIGN ASSEMBLY 6/14/2024 R-166-CONCRETE RIPRAP AND SHOULDER DRAINS EMBANKMENTS AT BRIDGE ENDS(TYPES RR8&RR9) 6/14/2024 R-167-COMMON FOUNDATION DETAILS 6/14/2024 R-168-COMMON FOUNDATION DETAILS 6/14/2024 R-169-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-170-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-171-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-172-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-173-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-174-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-175-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-176-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-177-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-178-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-179-ILLUMINATION&FIBER LAYOUT 6/14/2024 R-180-ILLUMINATION&FIBER LAYOUT SPORTS CAPITAL CROSSING 6/14/2024 R-181-ILLUMINATION&FIBER LAYOUT HERITAGE CROSSING 6/14/2024 R-182-ELECTRICAL SERVICE DATA SUMMARY 6/14/2024 R-183-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-184-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-185-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-186 SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-187-SIGNING&PAVEMENT MARKING LAYOUT 6/14/2024 R-188-SIGNING&PAVEMENT MARKING LAYOUT HERITAGE CROSSING 6/14/2024 R-189-SIGNING&PAVEMENT MARKING LAYOUT SPORTS CAPITAL CROSSING 6/14/2024 R-190-EDGE LIT PEDESTRIAN SIGN DETAILS SPORTS CAPITAL CROSSING 6/14/2024 R-191-TYPICAL STANDARD PAVEMENT MARKINGS 6/14/2024 R-192 POSITION GUIDANCE USING RAISED MARKERS REFLECTORIZED PROFILE MARKINGS 6/14/2024 R-193-TWO-WAY LEFTTURN LANES,RURAL LEFTTURN BAYS,AND LANE REDUCTION PAVEMENT MARKINGS 6/14/2024 R-194-DELINEATOR&,OBJECT MARKER MATERIAL DESCRIPTION 6/14/2024 R-195-DELINEATOR&,OBJECT MARKER INSTALLATION 6/14/2024 R-196-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-197-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-198-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-199-DELINEATOR&,OBJECT MARKER PLACEMENT DETAILS 6/14/2024 R-200-DELINEATOR&,OBJECT MARKER FOR VEHICLE IMPACT ATTENUATORS 6/14/2024 R-201-ELECTRICAL DETAILS CONDUITS&NOTES 6/14/2024 R-202-ELECTRICAL DETAILS CONDUCTORS 6/14/2024 R-203-ELECTRICAL DETAILS GROUND BOXES 6/14/2024 R-204-ELECTRICAL DETAILS SERVICE NOTES&DATA 6/14/2024 R-205-ELECTRICAL DETAILS, SERVICE ENCLOSURE AND NOTES 6/14/2024 R-206-ELECTRICAL DETAILS LECTRICAL SERVICE SUPPORT PEDESTAL SERVICE TYPE PS 6/14/2024 R-207-ITS CONDUIT TRENCH DETAILS 6/14/2024 R-208-ITS CONDUIT OBSTRUCTION CROSSING 6/14/2024 R-209-FIBER GROUND BOX DETAILS 6/14/2024 R-210-FIBER GROUND BOX DETAILS 6/14/2024 R-211-ROADWAY ILLUMINATION DETAILS 6/14/2024 R-212-ROADWAY ILLUMINATION(RDWY ILLUM FOUNDATIONS)DETAILS 6/14/2024 R-213-ROADWAY ILLUMINATION POLES 6/14/2024 R-214-ROADWAY ILLUMINATION POLES 6/14/2024 R-215-ROADWAY ILLUMINATION POLES 6/14/2024 R-216-ROADWAY ILLUMINATION POLES 6/14/2024 R-217-TRAFFIC SIGNAL TRAFFIC SIGNAL POLE FOUNDATION 6/14/2024 R-218-SOLAR POWERED ROADSIDE FLASHING BEACON ASSEMBLY DETAILS 6/14/2024 R-219-STORMWATER POLLUTION PREVENTION PLAN(SWP3) 6/14/2024 R-220-STORMWATER POLLUTION PREVENTION PLAN(SWP3) 6/14/2024 R-221-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-222-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-223-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-224-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-225-EROSION AND SEDIMENTATION CONTROL PLAN HARRELL PARKWAY 6/14/2024 R-226-EROSION AND SEDIMENTATION CONTROL PLAN SHARED-USE PATH 6/14/2024 R-227-EROSION AND SEDIMENTATION CONTROL PLAN SHARED-USE PATH 6/14/2024 R-228-EROSION AND SEDIMENTATION CONTROL PLAN SPORTS CAPITAL CROSSING SHARED-USE PATH 6/14/2024 R-229-EROSION AND SEDIMENTATION CONTROL PLAN HERITAGE CROSSING 6/14/2024 R-230-CITY STANDARD DETAILS 6/14/2024 R-231-CITY STANDARD DETAILS 6/14/2024 R-232-CITY STANDARD DETAILS 6/14/2024 R-233-CITY STANDARD DETAILS 6/14/2024 R-234-REMOVAL PLAN 6/14/2024 R-235-REMOVAL PLAN 6/14/2024 R-236-REMOVAL PLAN 6/14/2024 R-237-REMOVAL PLAN 6/14/2024 R-238-REMOVAL PLAN 6/14/2024 R-239-REMOVAL PLAN 6/14/2024 R-240-REMOVAL PLAN 6/14/2024 R-241-REMOVAL PLAN HERITAGE CROSSING 6/14/2024 R-242-REMOVAL PLAN SPORTS CAPITAL 6/14/2024 W-1-WATER,REUSE,AND WASTEWATER GENERAL NOTES 6/14/2024 W-2-WATER,REUSE,AND WASTEWATER TCEQ NOTES(1 OF 3) 6/14/2024 W-3-WATER,REUSE,AND WASTEWATER TCEQ NOTES(2 OF 3) 6/14/2024 W-4-WATER,REUSE,AND WASTEWATER TCEQ NOTES(3 OF 3) 6/14/2024 W-5-WATER,REUSE,AND WASTEWATER OVERALL LAYOUT 6/14/2024 W-6-12 INCH WATER LINE"A"PLAN AND PROFILE 6/14/2024 W-7-8 INCH WATER LINE"A"PLAN AND PROFILE(1 OF 2) 6/14/2024 W-8-8 INCH WATER LINE"A"PLAN AND PROFILE(2 OF 2) 6/14/2024 W-9-8 INCH WATER LINE"B"PLAN AND PROFILE(1 OF 10) 6/14/2024 W-10-8 INCH WATER LINE"B"PLAN AND PROFILE(2 OF 10) 6/14/2024 W-11-8 INCH WATER LINE"B"PLAN AND PROFILE(3 OF 10) 6/14/2024 W-12-8 INCH WATER LINE"B"PLAN AND PROFILE(4 OF 10) 6/14/2024 W-13-8 INCH WATER LINE"B"PLAN AND PROFILE(5 OF 10) 6/14/2024 W-14-8 INCH WATER LINE"B"PLAN AND PROFILE(6 OF 10) 6/14/2024 W-15-8 INCH WATER LINE"B"PLAN AND PROFILE(7 OF 10) 6/14/2024 W-16-8 INCH WATER LINE"B"PLAN AND PROFILE(8 OF 10) 6/14/2024 W-17-8 INCH WATER LINE"B"PLAN AND PROFILE(9 OF 10) 6/14/2024 W-18-8 INCH WATER LINE"B"PLAN AND PROFILE(10 OF 10) 6/14/2024 W-19-8 INCH WATER LINE"C"PLAN AND PROFILE 6/14/2024 W-20-8 INCH WATER LINE'D"PLAN AND PROFILE 6/14/2024 W-21-8 IN WATER LINE"E"&8 IN WATER LINE"F"PLAN AND PROFILE 6/14/2024 W-22-6 INCH WATER LINE"A"&6 INCH WATER LINE"B"PLAN LAYOUT 6/14/2024 W-23-INCH WATER LINE"C"&6 INCH WATER LINE"D"PLAN LAYOUT 6/14/2024 W-24-24 INCH REUSE LINE"A"PLAN AND PROFILE 6/14/2024 W-25-24 INCH REUSE LINE"B"PLAN AND PROFILE 6/14/2024 W-26-12 INCH REUSE LINE"A"PLAN AND PROFILE 6/14/2024 W-27-4 INCH REUSE LINE"A"PLAN LAYOUT 6/14/2024 W-28 -15 INCH WASTEWATER LINE"A"PLAN AND PROFILE(1 OF 2) 6/14/2024 W-29-15 INCH WASTEWATER LINE"A"PLAN AND PROFILE(2 OF 2) 6/14/2024 W-30-WASTEWATER BYPASS PUMPING PLAN 6/14/2024 W-31-WATER,REUSE,AND WASTEWATER DETAILS(1 OF 4) 6/14/2024 W-32-WATER,REUSE,AND WASTEWATER DETAILS(2 OF 4) 6/14/2024 W-33-WATER,REUSE,AND WASTEWATER DETAILS(3 OF 4) 6/14/2024 W-34-WATER,REUSE,AND WASTEWATER DETAILS(4 OF 4) 6/14/2024 C-1-PAVING AND STRIPING PLAN(SHEET 1 OF 4) 6/14/2024 C-2-PAVING AND STRIPING PLAN(SHEET 2 OF 4) 6/14/2024 C-3-PAVING AND STRIPING PLAN(SHEET 3 OF 4) 6/14/2024 C-4-PAVING AND STRIPING PLAN(SHEET 4 OF 4) 6/14/2024 C-5-DIMENSIONAL CONTROL PLAN(SHEET 1 OF 4) 6/14/2024 C-6-DIMENSIONAL CONTROL PLAN(SHEET 2 OF 4) 6/14/2024 C-7-DIMENSIONAL CONTROL PLAN(SHEET 3 OF 4) 6/14/2024 C-8-DIMENSIONAL CONTROL PLAN(SHEET 4 OF 4) 6/14/2024 C-9-OVERALL GRADING PLAN 6/14/2024 C-10-GRADING PLAN(SHEET 1 OF 5) 6/14/2024 C-11-GRADING PLAN(SHEET 2 OF 5) 6/14/2024 C-12-GRADING PLAN(SHEET 3 OF 5) 6/14/2024 C-13-GRADING PLAN(SHEET 4 OF 5) 6/14/2024 C-14-GRADING PLAN(SHEET 5 OF 5) 6/14/2024 C-15-OVERALL STORM PLAN 6/14/2024 C-16-STORM LINE A PLAN AND PROFILE 6/14/2024 C-17-STORM LINE A PLAN AND PROFILE 6/14/2024 C-18-STORM LINE B PLAN AND PROFILE 6/14/2024 C-19-STORM LINE C PLAN AND PROFILE 6/14/2024 C-20-STORM LINE C PLAN AND PROFILE 6/14/2024 C-21-STORM LINE C PLAN AND PROFILE 6/14/2024 C-22-LAT Cl,C2,C3 PLAN AND PROFILE 6/14/2024 C-23-STORM LINE D 6/14/2024 C-24-FRENCH DRAIN PLAN AND PROFILE 6/14/2024 C-25-LAT D1 PLAN AND PROFILE PLAN AND PROFILE 6/14/2024 C-26-STORM LINE E 6/14/2024 C-27-STORM LINE E STORM LINE E PLAN AND PROFILE 6/14/2024 C-28-STORM LINE F PLAN AND PROFILE&SOCCER FIELD DRAINAGE 6/14/2024 C-29-INLET DRAINAGE AREA MAP 6/14/2024 C-30-INLET DRAINAGE AREA MAP CALCULATIONS 6/14/2024 C-31-DETENTION POND PLAN AND PROFILE 6/14/2024 C-32-EROSION CONTROL PLAN(SHEET 1 OF 4) 6/14/2024 C-33-EROSION CONTROL PLAN(SHEET 2 OF 4) 6/14/2024 C-34-EROSION CONTROL PLAN(SHEET 3 OF 4) 6/14/2024 C-35-EROSION CONTROL PLAN(SHEET 4 OF 4) 6/14/2024 C-36-PAVING DETAILS(SHEET 1 OF 2) 6/14/2024 C-37-PAVING DETAILS(SHEET 2 OF 2) 6/14/2024 C-38-EROSION CONTROL DETAILS 6/14/2024 C-39-DRAINAGE DETAILS 6/14/2024 PF-1.0- PLAYING FIELD LAYOUTAND MATERIALS 6/14/2024 PF-2.0-PLAYING FIELD GRADING 6/14/2024 PF-4.0-PLAYING FIELD IRRIGATION 6/14/2024 PF-5.0-PLAYING FIELD DETAILS 6/14/2024 PF-5.1-PLAYING FIELD DETAILS 6/14/2024 PF-5.2-PLAYING FIELD DETAILS 6/14/2024 L-0.1-KEY SHEET 6/14/2024 L-1.0-GENERAL NOTES 6/14/2024 L-2.0-EXISITING EXISITING CONDITIONS 6/14/2024 L-3.0-DEMOLITION PLAN 6/14/2024 L-3.1-DEMOLITION PLAN 6/14/2024 L-3.2-DEMOLITION PLAN 6/14/2024 L-3.3-DEMOLITION NOTES 6/14/2024 L-3.4-TREE REMOVAL TABLES 6/14/2024 L-4.0-JOINTING PLAN&DETAIL KEY 6/14/2024 L-4.1-JOINTING PLAN&DETAIL KEY 6/14/2024 L-4.2-JOINTING PLAN&DETAIL KEY 6/14/2024 L-4.3-JOINTING PLAN NOTES 6/14/2024 L-5.0-SITE DETAILS 6/14/2024 L-5.1-SITE DETAILS 6/14/2024 L-5.2-SITE DETAILS 6/14/2024 L-5.3-SITE DETAILS 6/14/2024 L-5.4-SITE DETAILS 6/14/2024 L-5.5-SITE DETAILS 6/14/2024 L-6.0-LANDSCAPE PLAN 6/14/2024 L-6.1-LANDSCAPE PLAN 6/14/2024 L-6.2-LANDSCAPE PLAN 6/14/2024 L-7.0-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.1-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.2-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.3-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.4-ROADWAY LANDSCAPE PLAN 6/14/2024 L-7.5-LANDSCAPE SCHEDULE 6/14/2024 L-8.0-LANDSCAPE DETAILS 6/14/2024 L-8.1-LANDSCAPE SPECIFICATIONS 6/14/2024 L-9.0-OVERALL IRRIGATION OVERALL IRRIGATION PLAN 6/14/2024 L-9.1-IRRIGATION PLAN 6/14/2024 L-9.2-IRRIGATION PLAN 6/14/2024 L-9.3-IRRIGATION PLAN 6/14/2024 L-10.0-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.1-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.2-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.3-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.4-ROADWAY IRRIGATION PLAN 6/14/2024 L-10.5-IRRIGATION IRRIGATION SCHEDULE 6/14/2024 L-10.6-IRRIGATION SCHEDULE 6/14/2024 L-11.0-IRRIGATION DETAILS 6/14/2024 L-11.1-IRRIGATION DETAILS 6/14/2024 L-11.2-IRRIGATION SPECIFICATIONS 6/14/2024 E1.00-N.PARKING LOT PLAN-ELECTRICAL 6/14/2024 E1.01-SOCCER FIELDS PLAN-ELECTRICAL 6/14/2024 E1.02-E.PARKING 6/14/2024 E2.00-ELECTRICAL RISER DIAGRAM 6/14/2024 E2.00-ELECTRICAL RISER DIAGRAM 6/14/2024 E2.01-ELECTRICAL DETAILS 6/14/2024 E2.02-ELECTRICAL DETAILS 6/14/2024 E3.00-ELECTRICAL SCHEDULES 6/14/2024 E3.01-ELECTRICAL PANEL SCHEDULE 6/14/2024 E3.02-ELECTRICAL PANEL SCHEDULE 6/14/2024 TAB 5 ASSUMPTIONS CLARIFICATIONS a t a /LEL, him- Providing the Absolute Best Construction Experience �1tiW� pit,,. 1 '�'J e Assumptions and Clarifications City of Round Rock -- Old Settler's Park Build Out Package 3A.1 - Harrell Parkway Realignment 100% CD Drawings 3300 E Palm Valley Blvd Round Rock, TX 78665 GENERAL QUALIFICATIONS 1. Kimley Horn is the civil engineer of record. 2. Electrical, Playing Fields, Roadway, and Utilities specifications have been provided to SpawGlass. 3. Based on an anticipated NTP of October 2024. 4. The baseline schedule is based on a 5-day work week. 5. Normal working hours have been included from 7:00 AM to 5:30 PM unless otherwise noted, with the exception of early concrete operations as deemed necessary. It is also assumed that work can occur on a 7 day a week schedule if required. Notify City Transportation Department on Wednesday before weekend work is scheduled for approval. 6. In order to subcontract scopes of work in a timely manner to meet the construction schedule it is assumed that buyout packages will be reviewed within 5 business days of their submission. 7. LEED Certifications or Green Building Programs are not incorporated into the project. 8. No Builders Risk Insurance is to be provided by SpawGlass as requested by CoRR at 7/15/2024 meeting. 9. Performance & Payment Bonds are provided by SpawGlass. 10. General Liability is provided by SpawGlass and included in this proposal. CCIP is not provided. 11. The proposal assumes that the specified material and equipment are available as required to meet the schedule. If they are not available as required, we assume the Owner/Architect will authorize alternate material or equipment selections. If specified material is not available, SpawGlass will submit to the City for approval. 12. The owner must accept GMP within 60 calendar days, at which time pricing will expire. 13. General conditions were originally based on one overall project and GMP during the RFP/RFQ time, and not 14.62% (for Harrell Parkway package)as later outlined by the City. Any general conditions savings or losses from this package are to be rolled onto the other GMP packages as deemed necessary by SpawGlass. 14. SpawGlass budget pricing includes removal of the existing road in its entirety. This includes curbs, pavement, base, and lime stabilized base (if present). The proposed road will be built back with all new materials. 15. The quantities and unit rates of this proposal are based on the 100% CD Documents. Assumptions and Clarifications SPECIFIC QUALIFICATIONS Division 01 — General Requirements and General Conditions 1. SpawGlass general requirements assume a 7-month project construction schedule. This is by design, which provides seven months in each package (2, 3A, 3B, 3C, and 3D) for a total of 35 months Total Project Duration. 2. SpawGlass general conditions are included in the cost reports. 3. Construction photos will be taken on a regular basis by SpawGlass. Digital files will be turned in monthly. Aerial photos will also be taken. 4. Drone footage to be provided. 5. As-Built drawings, record drawings and record submittals will be kept in electronic format. These files will be accessible to all on the jobsite. 6. Reasonable repairs or damage caused by unknown factors will be funded from the CM Contingency, if funds remain AND approved by Owner. 7. Dimensional Control for the Project is included. 8. Individual non-photographic hard hat stickers for workers will be utilized. 9. On-site construction facilities have been included in this proposal. 10. Temporary barriers and enclosures are included to delineate construction zone from the public. 11. Construction cleaning and waste management have been included. 12. City fees related to tree mitigation to be by Owner. 13. No sound/vibration monitoring. 14. Dust control included in GR's. 15. No arborist included, city to use their own arborist.This city arborist includes tree trimming for construction activities and monthly reports that will be provided to SpawGlass on the tree health. Division 02 — Existing Conditions 1. The extent of demolition includes but limited too; removal of all existing asphaltic pavement, curbs, base material, corrugated drainage piping, RCP, guard rails, handrails, and signage. Division 03 — Concrete Division 04 — Masonry 1. Basic limestone butter block retaining walls included. Engineering included. 2. Included allowance for monument sign. This allowance includes electrical billboard, power, and data. Division 05 — Metals Division 06 — Wood, Plastics, and Composites Assumptions and Clarifications 1. None included. Division 07 — Thermal and Moisture Protection 1. Includes fluid applied waterproofing at pedestrian underpass. Division 08 — Openinas 1. None included. Division 09 — Finishes 1. Anti-graffiti coating included at underpass. Division 10 — Specialties 1. None included. Division 11 — EJt uipment 1. None included. Division 12 — Furnishings 2. None included. Division 13 — Special Construction 1. None included. Division 14 — Conveyina Eauipment 1. None included. Division 21 — Fire Suppression 1. None included. Division 22 — Plumbing 1. None included. Division 23 — HVAC and Controls 1. None included. Division 26 — Electrical 1. Supply of Musco poles, lights, bases, and cabinets by City. Install by SpawGlass. 2. Allowance included for electrical enclosure. Assumptions and Clarifications 3. Allowance included for two 6"conduit from Kenny Fort to Oncor transformer. 4. Included allowance for electrician to investigate existing electrical that is impacted by new road construction. Division 27 — Communications 1. Fiber optic infrastructure included. Included shifting Comm Box for Lakeview tie-in. Division 28 — Electronic Safety &Security 1. None included. Division 31 — Earthwork 1. Clear&Grub as required is included. 2. SWPPP measures as required has been included. 3. SpawGlass assumes that all water can be taken from existing City of Round Rock water utilities on-site, and no water will need to be trucked in from other cities due to water restrictions. 4. 8" Lime stabilization included under road and parking lot. 5. Soil used for Pedestrian Bridge embankment is assumed to be onsite material. 6. Existing road profile being removed is assumed to be 4" of asphalt, 10"of base, and 8"of lime stabilized subgrade. 7. Allowance of$1,696,000 is being carried for a low PI subgrade material (select fill or lime stabilization)at the soccer fields. 8. General fill assumed to be used behind road curbs, but not under shared use paths and not in the 3' road overbuild. Division 32 — Exterior Improvements 1. Pavement Markings included. 2. Irrigation repair allowance included to fix any piping/wiring that is damaged during the construction of new road. 3. Trees provided by CoRR. SpawGlass to pickup trees at CoRR nursery located in Old Settler's Park. Division 33 — Utilities 1. Waste water diversion included. EXCLUSIONS 1. Permits, by Owner. 2. LEED documentation and Submittals. Assumptions and Clarifications 3. We have not included the following items as we assume, they will be provided in a timely manner by the Owner at no cost to SpawGlass: a. Materials Testing Services b. Excludes all local electrical utility fees for permanent power 4. Preconstruction costs for the Project are not included in this budget. 5. Contaminated soils - hauling or disposal. 6. Gas line installation - by others. •Y TAB 6 PROPOSED GMP BREAKDOWN . r . r 5- SpawGlass Summary Report Farrell Parkway 1A.1 100% GMP 3023148 Estimate Date: 07/09/2024 Documents Date: 06/14/2024 Project Size (SF): 332,820 Project #: 3023121 Project Location: Round Rock Lead Estimator: Kristofer Rodriguez ITEM COST COST i SF % OF TOTAL Direct Costs 24,352,224 73.17 85.94 Indirect Costs 3,982,513 11.97 14.06 % Total Cost $ 28,334,737 $ 85.14 100.00 Harrell Parkway 1A.1 100% GMP Estimate Date: 07/09/2024 3023148 Page 1 of 1 Documents Date: 06/14/2024 Recap Report Harrell Parkway 1A.1 100% GMP 3023148 Estimate Date: 07/09/2024 Documents Date: 06/14/2024 Project Size (SF): 332,820 Project #: 3023121 Project Location: Round Rock Lead Estimator: Kristofer Rodriguez ITEM COST COST I SF % OF TOTAL Direct Costs 24,352,224 73.17 85.94 % Roadway Cost 9,641,327 28.97 34.03 % Water and Reclaim Water Relocations 1,649,947 4.96 1 5.82 % Multi-Purpose Fields, Parking Lot, Lighting, and 12,466,116 37.46 44.00 Landscaping General Requirements _ 594,833 1.79 L 2.10 Harrell Parkway IA.1 100% GMP Estimate Date:07/09/2024 3023148 Page 1 of 2 Documents Date: 06/14/2024 ITEM COST COST I SF % OF TOTAL Indirect r 14.06010 General Conditions 574,639 1.73 2.03 General Liability Insurance 221,011 0.66 0.78 % Payment and Performance Bonds 224,197 i 0.67 0.79 Subcontractor Default Insurance (SDI): 304,403 0.91 1.07 Escalation 0 0.00 0.00 % Contractor's Contingency 850,042 2.55 3.00 % i Overhead and Profit 958,180 2.88 3.38 % Owner's Contingency 850,042 2.55 3.00 % Total Cost $ 28,334,737 $ 85.14 100.000/0 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 2 of 2 Documents Date: 0611412024 Detail Report (Direct Costs Only) Harrell Parkway 1A. 1 100% GMP 3023148 Estimate Date: 07/09/2024 Documents Date: 06/14/2024 Project Size (SF): 332,820 Project #: 3023121 Project Location: Round Rock Lead Estimator: Kristofer Rodriguez ITEM QUANTITY I UM UNIT COST TOTAL COST Roadway 9,641,327 Div. 01 - General Requirements 499,03 General Conditions 499,038 BARRICADES, SIGNS, AND TRAFFIC HANDLING 11.5 MONTH 2,525.00 29,038 MOBILIZATION 1.0 LS 430,000.00 430,000 PORTABLE CHANGLE MESSAGE SIGN 2.0 Each 20,000.00 40,000 Div. 02 - Existing Conditions 00 Demolition 300,670 PREPARING ROW (TREE) (4"TO 12" DIA) 42.0 Each 220.00 9,240 PREPARING ROW (TREE) (12" TO 24" DIA) 31.0 Each 230.00 7,130 PREPARING ROW (TREE) (24" TO 36" DIA) 1.0 Each 1,400.00 1,400 REMOVING CONC (PAV) 687.0 SY 20.00 13,740 REMOVING (RIPRAP) 248.0 SY 19.00 4,712 REMOVING CONC (SIDEWALKS) 95.0 SY 22.00 2,090 REMOVING CONC (CURB) 7,074.0 LF 5.50 38,907 REMOVING CONC (CURB AND GUTTER) 86.0 LF 12.00 1,032 REMOVING STAB BASE &ASPH PAV(2"TO 6") 894.0 SY 2.00 1,788 REMOVE STR(PIPE) 966.0 LF 21.00 20,286 REMOVE STR(SMALL FENCE) 7,208.0 LF 3.50 25,228 REMOVE METAL BEAM GUARD FENCE 843.0 LF 12.00 10,116 REMOVE TERMINAL ANCHOR SECTION 16.0 Each 225.00 3,600 REMOVE LUMINARE POLE 7.0 Each 1,010.00 7,070 RELOCATE ELECTRIC INFRASTRUCTURE 3.0 Each 4,000.00 12,000 PREP ROW 53.9 STATI 2,275.00 122,622 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 1 of 11 Documents Date:0 611 412 02 4 ITEM QUANTITY I UM UNIT COST TOTAL COST REMOVE ELECTRIC INFRASTRUCTURE 11.0 Each 1,700.00 18,700 REMOVE SM RD SN SUP&AM 9.0 Each 112.00 1,008 03 - Concrete 1,717,813 Cast-In-Place Concrete (Site) 1,717,813 P.C. VALLEY GUTTERS 168.0 SY 150.00 25,200 CONC CURB&GUTTER(TY II) 113.0 LF 28.00 3,164 CONC CURB (TY F3) 583.0 LF 294.00 171,402 CONC CURB (RIBBON) 9,562.0 LF 21.00 200,802 DRIVEWAYS (CONC) 926.0 SY 111.00 102,786 CONC SIDEWALK (5") 5,530.0 SY 90.00 497,700 RIPRAP (MOW STRIP) (4 IN) 93.4 CY 760.00 70,984 CURB RAMP (TY 7) 2.0 Each 2,800.00 5,600 RIPRAP (CONC) (4 IN) 35.0 CY 900.00 31,500 WINGWALL(FW-0) (HW=8 FT) 1.0 Each 20,300.00 20,300 WINGWALL (PW-1) (HW=5 FT) 4.0 Each 16,370.00 65,480 WINGWALL (PW-1) (HW=8 FT) 1.0 Each 28,200.00 28,200 DRILL SHAFT(24 IN) 120.0 LF 350.00 42,000 DRILL SHAFT(30 IN) 248.0 LF 420.00 104,160 DRILL SHAFT (36 IN) 150.0 LF 358.00 53,700 CL C CONC (ABUT) 13.4 CY 1,550.00 20,770 CL C CONC (FOOTING) 2.0 LF 1,400.00 2,800 CL C CONC (MISC) 25.0 LF 1,385.00 34,625 RAIL(TY T411) 920.0 LF 225.00 207,000 RIPRAP (MOW STRIP)(4 IN) 39.0 LF 760.00 29,640 i • - Masonry 672,058 Masonry/Stone 672,058 RETAINING WALL(STONE) 9,663.0 SF 58.00 560,454 LIMESTONE FLAGSTONE PAVING 83.0 SY 224.00 18,592 LIMESTONE QUARRY BLOCK 116.0 Each 354.00 41,064 LIMESTONE QUARRY BLOCK(STOCKPILE) 67.0 Each 84.00 5,628 LIMESTONE QUARRY BLOCK AND POST FENCE 528.0 LF 30.00 15,840 RIPRAP (STONE PROTECTION 18 IN) 152.0 CY 195.00 29,640 RIPRAP (STONE PROTECTION 18 IN) 3.0 CY 280.00 840 05 - Metals 812,026 Harrell Parkway IA.1 100% GMP Estimate Date: 07/09/2024 3023148 Page 2 of 11 Documents Date: 06/14/2024 ITEM QUANTITY I UM UNIT COST TOTAL COST Structural/Miscellaneous Steel-Erection 812,026 RAIL(TY C411) 146.0 LF 350.00 51,100 RAIL (HANDRAIL) (TY F) 1,539.0 LF 207.00 318,573 POST AND CABLE FENCE 1,558.0 LF 28.00 43,624 MTL W-BEAM GD FEN (TIM POST) 1,890.5 LF 34.00 64,277 MTL BEAM GD FEN TRANS (TL2) 8.0 2,800.00 22,400 DOWNSTREAM ANCHOR TERMINAL SECTION 1.0 2,185.00 2,185 MTL BM GD FEN (LONG SPAN SYSTEM) 200.0 39.00 7,800 GUARDRAIL END TREATMENT(INSTALL) 11.0 5,000.00 55,000 INSTALL PREFAB PED STL TRUSS BRG SPAN (100 1.0 LS 51,367.50 51,368 FT) INSTALL CON/SPAN B SERIES BRIDGE SYSTEM 1.0 LS 192,700.00 192,700 BARRIER PIPE GATE 1.0 LS 3,000.00 3,000 0• - Finishes 25,555 Painting/ Wall Coverings 25,555 ANTI-GRAFFITI COATING (PERMNENT-TY III) 20,444.0 SF 1.25 25,555 Div. 26 - Electrical 1,451,679 Electrical 1,451,679 IN RD IL(TY SA) 30S-8 (250W EQ) LED (ALT 1) 23.0 Each 6,500.00 149,500 IN RD IL (TY SA) 40S-8 (250W EQ) LED (ALT 1) 8.0 Each 7,300.00 58,400 CONDT (PVC)(SCH 80)(2") 7,220.0 LF 44.00 317,680 CONDT (PVC)(SCH 80)(4") 6,670.0 LF 76.00 506,920 ELEC CONDR(NO.8) BARE 2,415.0 LF 2.25 5,434 ELEC CONDR(NO.8) INSULATED 4,830.0 LF 3.50 16,905 ELEC CONDR(NO.6) BARE 5,260.0 LF 3.00 15,780 ELEC CONDR (NO.6) INSULATED 10,520.0 LF 4.00 42,080 GROUND BOX TY A(122311)W/APRON 34.0 LF 2,000.00 68,000 QUAZITE GROUND BOX&COVER 12.0 Each 6,000.00 72,000 ELEC SRV TY A 120/240 060(NS)AL(E)PS(U) 3.0 Each 8,700.00 26,100 GROUND BOX (PREPARE) 2.0 Each 940.00 1,880 AESTHETIC LIGHTING FIXTURE &POLE 20.0 Each 7,300.00 146,000 ELECTRICAL INVESTIGATION (ALLOWANCE) 1.0 LS 20,000.00 20,000 ADJUST COMM BOX FOR TIE-IN 1.0 LS 5,000.00 5,000 Div. 31 - Earthwork 2,096,773 Earthwork 2,012,765 Harrell Parkway IA.1 100% GMP Estimate Date: 07109/2024 3023148 Page 3 of 11 Documents Date:0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST EXCAVATION (ROADWAY) 4,188.0 CY 10.00 41,880 EMBANKMENT(FINAL.)(DENS CONT)(TY C) 18,923.0 CY 33.00 624,459 FL BS (CMP IN PLC)(lYA GR1&2)(FNAL POS) 10,268.0 CY 49.00 503,132 LIME (HYDRATED LIME (SLURRY)) 598.0 TON/D 330.00 197,340 LIME TRT (EXST MATL)(8") 22,828.0 SY 3.50 79,898 EXCAVATION 7,835.0 CY 10.00 78,350 PRIME COAT(MC-30 OR AE-P) 4,572.0 Gal. 5.50 25,146 D-GR HMA TY-B PG64-22 3,264.0 TON/D 125.00 408,000 D-GR HMA TY-C PG70-22 295.0 TON/D 168.00 49,560 TEMPORARY PAVEMENT (ALLOWANCE) 1.0 Each 1 5,000.00 5,000 Erosion Control 84,008 ROCK FILTER DAMS(INSTALL)(TY 2) 380.0 LF 26.00 9,880 ROCK FILTER DAMS (REMOVE) 380.0 LF 6.00 2,280 CONSTRUCTION EXITS (INSTALL)(TY I) 420.0 SY 12.00 5,040 CONSTRUCTION EXISTIS (REMOVAL) 420.0 SY 6.00 2,520 TEMP SEDMT CONT FENCE (INSTALL) 4,443.0 LF 4.50 19,994 TEMP SEDMT CONT FENCE (REMOVAL) 4,443.0 LF 0.75 3,332 BIODEG EROSN CONT LOGS (INSTL)(12") 96.0 LF 6.00 576 BIODE G EROSN CONT LOGS (REMOVAL) 96.0 LF 1.00 96 TREE PROTECTION 79.0 Each 510.00 40,290 Exterior Trak Markings/Signage 121,770 WK ZN PAV MARK SHT TERM (TAB) TY W 161.0 Each 9.00 1,449 WK ZN PAV MARK SHT TERM (TAB)TY Y-2 584.0 Each 11.00 6,424 IN SM RD SN SUP&AM TYBWG(1)SA(P) 6.0 Each 1,090.00 6,540 RELOCATE SM RD SN SUP&AM TY TWT 9.0 Each 475.00 4,275 INSTL DEL ASSM (D-SW)SZ (BR)CTB (BI) 16.0 Each 34.00 544 INSTL DEL ASSM (D-SW)SZ (BR)GF1 (BI) 42.0 Each 85.00 3,570 INSTL OM ASSM (OM--2Y)(WC)GND 3.0 Each 170.00 510 REFL PAV MRK TY I (W)8"(DOT) (90MIL) 42.0 LF 12.00 504 REFL PAV MRK TY I (W)8"(SLD) (90MIL) 500.0 LF 3.00 1,500 REFL PAV MRK TY I (W)12-(SLD) (90MIL) 50.0 LF 12.00 600 REFL PAV MRK TY I (W)24"(SLD) (90MIL) 139.0 LF 28.00 3,892 REFL PAV MRK TY I (W)(ARROW)(90MIL) 5.0 Each 340.00 1,700 REFL PAV MRK TY I (W)(WORD)(90MIL) 5.0 Each 420.00 2,100 Hamel/Parkway IA.1 100%GMP Estimate Date:0710912024 3023148 Page 4 of 11 Documents Date:0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST REFL PAV MRK TY I (Y)12"(SLD)(90MIL) 338.0 LF 4.50 1,521 REFL PAV MRK TY II (W)6-(SLD) 1,587.0 LF 1.00 1,587 REFL PAV MRK TY II (Y)6"(SLD) 1,612.0 LF 1.00 1,612 RE PM W/RET REQ TY I (Y)6"(SLD)(90MIL) 10,074.0 LF 1.25 12,592 INSTL RDSD FLSH BCN ASSM (SOLAR PWRD) 2.0 Each 15,700.00 31,400 PED DETECT PUSH BUTTON (STANDARD) 2.0 Each 5,825.00 11,650 IN BIDGE MNT CLEARANCE SGN ASSM(TY N) 2.0 Each 4,400.00 8,800 LED ROADSIDE SIGN 2.0 Each 9,500.00 19,000 Retaining Walls 1,088,881 RETAINING WALL(MSE) 10,781.0 SF 101.00 1,088,881 Landscaping/Irrigation 146,666 CONDT(PVC) (SCH 80)(4") 198.0 LF 98.00 19,404 FURNISHING AND PLACING TOPSOIL (4") 24,231.0 SY 3.00 72,693 BLOCK SODDING 787.0 SY 9.00 7,083 BROADCAST SEED (PERM)(RURAL)(CLAY) 24,231.0 SY 0.25 6,058 BROADCAST SEED (TEMP)(WARM) 24,231.0 SY 0.25 6,058 IRRIGATION REPAIR ALLOWANCE 1.0 LS 25,000.00 25,000 MULCH 305.0 SF 34.00 10,370 Div. 33 - Utilities 0. site Utilities 708,399 TRENCH EXCAVATION PROTECTION 211.0 LF 15.00 3,165 CONC BOX CULV (3 FT X 2 FT) 147.0 LF 365.00 53,655 CONC BOX CULV (4 FT X 2 FT) 95.0 LF 435.00 41,325 CONC BOX CULV (4 FT X 3 FT) 180.0 LF 460.00 82,800 CONC BOX CULV (5 FT X 3 FT) 182.0 LF 590.00 107,380 CONC BOX CULV (9 FT X 4 FT) 270.0 LF 1,015.00 274,050 RC PIPE (CL III)(18 IN) 143.0 LF 72.00 10,296 RC PIPE (CL III)(24 IN) 82.0 LF 91.00 7,462 INLET(COMPL)(PAZD)(RC)(3FTX3FT) 1.0 Each 7,790.00 7,790 SET(TY I)(S=3 FT)(HW=3FT)(4:1)(C) 2.0 Each 4,320.00 8,640 SET (TY I)(S=3 FT)(HW=4FT)(4:1)(C) 2.0 Each 5,700.00 11,400 SET(TY I)(S=5 FT)(HW=4FT)(4:1)(C) 4.0 Each 7,400.00 29,600 SET(TY I)(S=5 FT)(HW=5FT)(4:1)(C) 2.0 Each 9,050.00 18,100 SET (TY I)(S=5 FT)(HW=6FT)(4:1)(C) 1.0 Each 25,600.00 25,600 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 5 of 11 Documents Date: 0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST SET (TY II)(18 IN)(RCP)(3:1)(C) 1.0 Each 2,550.00 2,550 PIPE UNDERDRAINS (TY 6)(6") (RETAINING 1,272.0 LF 13.00 16,536 WALL) SET (TY II)(24 IN)(RCP)(4:1)(C) 2.0 Each 4,025.00 8,050 Water and Reclaim Water Relocations 1,649,947 1,649,947 Div. 33 - Utilities 1,649,947 site Utilities 1,649,947 MOBILIZATION 1.0 LS 130,000.00 130,000 ENCASEMENT PIPE 16" DIA., STEEL, (3/8" THICKNESS) 105.0 LF -i 145.00 15,225 ENCASEMENT PIPE 18" DIA., STEEL, (3/8" j THICKNESS) 200.0 LF 165.00 33,000 ENCASEMENT PIPE 24" DIA., STEEL, (7/16" THICKNESS) 94.0 LF 235.00 22,090 ENCASEMENT PIPE 30" DIA., STEEL, (7/16" 109.0 LF 466.00 50,794 THICKNESS) NEW MANHOLE CONSTRUCTION,48" DIA. 1.0 Each 21,705.00 21,705 NEW MANHOLE CONSTRUCTION, 48" DIA. (CIP) 1.0 Each 22,100.00 22,100 TRENCH SAFETY 6,842.0 LF 1.50 10,263 PIPE, 2" DIA., HDPE 213.0 LF 60.00 12,780 PIPE, 12" DIA., DI CL 350, W/RESTRAINED 294.0 LF 166.00 48,804 JOINTS PIPE, 15" DIA., PVC SDR-26 422.0 LF 120.00 50,640 PIPE, 15" DIA., PVC SDR-26, W/RESTRAINED 109.0 LF 192.00 20,928 JOINTS PIPE, 4" DIA., DI CL 350, W/RESTRAINED JOINTS 122.0 LF 111.00 13,542 PIPE, 6" DIA., DI CL 350, W/RESTRAINED JOINTS 441.0 LF 103.00 45,423 PIPE, 8" DIA., DI CL 350 2,166.0 LF 98.00 212,268 PIPE, 8" DIA., DI CL 350, W/ RESTRAINED 3,075.0 LF 100.00 307,500 JOINTS WET CONNECTIONS, 4" DIA. X 4" DIA. 2.0 Each 1,460.00 2,920 WET CONNECTIONS, 6" DIA. X 6" DIA. 4.0 Each 2,180.00 8,720 WET CONNECTIONS, 8" DIA. X 8" DIA. 6.0 Each 2,665.00 15,990 WET CONNECTIONS, 12" DIA. X 12" DIA. 7.0 Each 4,590.00 32,130 PRESSURE TAPS, 24" DIA. X 12" DIA. 1.0 Each 31,400.00 31,400 DUCTILE IRON FITTINGS 4 INCH THOUGH 24 5.5 TON/D 7,800.00 42,900 INCH RECONNECTING LATERAL SERVICE TO EXISTING 1.0 Each 3,900.00 3 900 PIPE (4" DIA RESUSE SERVICE) ' CONCRETE TRENCH CAP. (2 FT WIDTH) 20.0 LF 56.00 1,120 Harrell Parkway 1A.1 100% GMP Estimate Date:0710912024 3023148 Page 6 of 11 Documents Date:0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST VALVES, GATE, 6" DIAMETER 16.0 Each 2,295.00 36,720 VALVES, GATE, 8" DIAMETER 23.0 Each 3,145.00 72,335 VALVES, GATE, 12" DIAMETER 2.0 Each 5,035.00 10,070 FIRE HYDRANTS 11.0 Each 8,000.00 88,000 DRAIN VALVE 1.0 Each 6,700.00 6,700 AIR RELEASE VALVE 1" 1.0 Each 6,250.00 I 6,250 SPLIT ENCASEMENT PIPE 42" (STEEL) 125.0 LF 1,580.00 197,500 CONNECT TO EXISTING 48" DIA WASTEWATER 1.0 Each 6,885.00 6,885 MANHOLE WASTEWATER BYPASS 1.0 LS 25,445.00 25,445 RESTRAIN EXISTING PIPE, 12" DIA 2.0 Each 12,650.00 25,300 RESTRAIN EXISTING PIPE 24" DIA 2.0 Each 9,300.00 18,600 Multi-Purpose . . Lot, Lighting, and Landscaping 12,466,116 12,466,116 Div. 01 - General Requirements 379,000 General Conditions 379,000 MOBILIZATION 1.0 LS 379,000.00 379,000 Div. 02 - Existing Conditions 16,75 Demolition 16,750 SITE DEMOLITION 1.0 LS 16,750.00 16,750 03 - Concrete 1,541,822 Cast-In-Place Concrete(Site) 1,541,822 ADA CURB RAMPS 2.0 Each 2,720.00 5,440 T VALLEY GUTTER 698.0 LF 57.00 39,786 CONC CURB (RIBBON) 4,611.0 LF 22.00 101,442 CONC CURB&GUTTER (TY II) 7,374.0 LF 24.00 176,976 4" CONCRETE SIDEWALK 56,475.0 SF 10.00 564,750 FOUNDATIONS 1.0 LS 300,000.00 300,000 HEAVY DUTY CONCRETE 624.0 SY 95.00 59,280 STAMPED CONCRETE 7,872.0 SF 16.00 125,952 CONCRETE STAIRS 1.0 LS 20,000.00 20,000 ENHANCED PAVEMENT 8,033.0 SF 12.00 96,396 TRICKLE CHANNEL 3,700.0 SF 14.00 51,800 0• :0 Harrell Parkway IA.1 100% GMP Estimate Date: 07/09/2024 3023148 Page 7 of 11 Documents Date:06/14/2024 ITEM QUANTITY ( UM UNIT COST TOTAL COST Masonry/Stone 974,180 ROCK QUARRY RETAINING WALL 9,736.0 SF 85.00 827,560 ROCK RIP-RAP (D50 12") 70.0 SY 166.00 11,620 SIGN MONUMENT(ALLOWANCE) 1.0 Each 135,000.00 135,000 Div. 26 - Electrical 1,403,000 Electrical 1,403,000 MUSCO SPORTS LIGHTING 1.0 LS 140,000.00 140,000 PARKING LOT LIGHTING 1.0 LS 319,000.00 319,000 SWITCHGEAR 1.0 LS 263,000.00 263,000 BRANCH CIRCUIT WIRING 1.0 LS 308,000.00 308,000 ELECTRICAL ENCLOSURE (ALLOWANCE) 1.0 LS 120,000.00 120,000 PRIMARY ELECTRICAL CONNECTION (FORT 1.0 LS 102,000.00 102,000 BRANCH) (ALLOWANCEO TUNNEL LIGHTING AND CONTROLS 1.0 LS 151,000.00 151,000 Div. 31 - Earthwork 4,564,937 Earthwork i 4,554,537 ADDITIONAL SANDY LOAM FOR FIELDS 10,000.0 CY 10.00 100,000 CRUSHED LIMESTONE BASE MATERIAL TYPE A 10,210.0 CY 42.00 428,820 GR1-2 POND EXCAVATION 9,621.0 CY 10.00 96,210 SITE EXCAVATION 11,083.0 CY 12.00 132,996 SITE FILL 86,571.0 CY 15.00 1,298,565 HOT MIX ASPHALT CONCRETE TXDOT 340 TYPE C 3,444.0 TON/D 145.00 499,380 ROTOTILL NATURAL TURF PROFILE 3,373.0 CY 1 67.00 225,991 STABILIZED/BASE SUBGRADE (FIELDS) 64,000.0 TON/D 26.50 1,696,000 SUBGRADE PREP 30,630.0 TON/D 2.50 76,575 Erosion Control 10,400 INLET PROTECTION 14.0 Each 120.00 1,680 TREE PROTECTION 15.0 LF 12.00 180 CONSTRUCTION ENTRANCE 1.0 Each 1,700.00 1,700 SILT FENCE 1,710.0 LF 4.00 6,840 Div. 32 - Exterior Improvements 00 Traffic Markings/Signage 83,524 WHEEL STOPS 259.0 Each 116.00 30,044 SIGN POSTS 24.0 Each 695.00 16,680 Harrell Parkway 1A.1 100% GMP Estimate Date: 07/0912024 3023148 Page 8 of 11 Documents Date: 06/1412024 ITEM QUANTITY I UM UNIT COST TOTAL COST BOLLARDS 8.0 Each 2,100.00 16,800 STRIPING 1.0 LS 20,000.00 20,000 Fences/ Gates 315,898 ADA HAND RAILING 460.0 LF 190.00 87,400 AMERISTAR FENCING 2,374.0 LF 96.25 228,498 Landscaping/Irrigation 2,301,350 LANDSCAPE BOULDERS 27.0 Each 753.88 20,355 STEEL EDGING 211.0 Each 8.06 1,701 SHADE TREES - 3" CALIPER 215.0 Each 225.00 48,375 ORNAMENTAL TREES - 1.5"-3" CANES 27.0 Each 225.00 6,075 SHRUBS - 5 GAL 913.0 Each 29.00 26,477 GROUND COVER- 1 GAL 8,578.0 SF 8.50 72,913 SOD 13,263.0 SY 6.95 92,178 HARDWOOD MULCH 1,303.0 CY 65.55 85,412 TOPSOIL 1,474.0 CY 68.10 100,379 BED PREP 1,303.0 CY 76.12 99,184 IRRIGATION 1.0 LS 328,589.50 328,590 NATURAL TURF PROFILE 30,479.0 SY 46.58 1,419,712 Div. 33 - Utilities 885,656 Site Utilities 885,656 12" HDPE 160.0 LF 65.00 10,400 6" HDPE 478.0 LF 49.00 23,422 RC PIPE (CL III)(18 IN) 1,273.0 LS 65.00 82,745 RC PIPE (CL III)(24 IN) 631.0 LF 90.00 56,790 RC PIPE (CL III)(30 IN) 144.0 LF 115.00 16,560 RC PIPE (CL III)(36 IN) 526.0 LF 164.00 86,264 RC PIPE (CL III)(42 IN) 475.0 LF 220.00 104,500 5' MANHOLE 1.0 Each 8,250.00 8,250 6' MANHOLE 1.0 Each 9,935.00 9,935 4' X 4']UNCTION BOX 2.0 Each 6,190.00 12,380 5' X 5']UNCTION BOX 1.0 Each 8,325.00 8,325 6' X 6']UNCTION BOX 2.0 Each 9,395.00 18,790 10' CURB INLET 5.0 Each 7,050.00 35,250 15' CURB INLET 3.0 Each 11,500.00 34,500 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 9 of 11 Documents Date: 0611412024 ITEM QUANTITY I UM UNIT COST TOTAL COST 3' X 3' AREA INLET 1.0 Each 6,500.00 6,500 XX 3' GRATE INLET 3.0 Each 5,590.00 16,770 4' X 4' GRATE INLET 1.0 Each 6,920.00 6,920 18" SET 3:1 1.0 Each 2,380.00 2,380 42" SET 4:1 1.0 Each 15,875.00 15,875 DURASLOPE CATCH BASIN 6.0 Each 1,500.00 9,000 DURASLOPE SLOTTED GRATE (2' L) 194.0 Each 1,250.00 242,500 DURASLOPE TRENCH (4' L) 97.0 Each 800.00 77,600 General Requirements I 594,833 Div. 01 - General Requirements General Requirements 594,833 As-Builts/ Drawings 6.0 Sets 378.88 2,273 Job Photos/Videos 7.0 Mos 148.36 1,039 Arial Photos 7.0 Mos 351.81 2,463 Water, Ice, &Cups (for Field) 7.0 Mos 540.28 3,782 First Aid Kits 4.0 Each 324.75 1,299 General Safety Supplies 7.0 Mos 216.50 1,516 Fire Extinguishers 1.0 LS 2,000.00 2,000 Temp. Water Meter 4.0 Each 433.00 1,732 Lunch Area (MA) 1.0 LS 15,000.00 15,000 Storage Containers - Rental (Conex) 30.0 Mos 450.00 13,500 Temp. Storage - Delivery/ Pickup Fees 1.0 LS 4,000.00 4,000 Portable Toilets- Rental &Handwash (10ea) 70.0 Mos 194.85 13,640 Backhoe - Rental (Incl. Maint) 7.0 Mos 9,552.27 66,866 UN's (Incl. Maint) 7.0 Mos 7,928.52 55,500 Misc. Fuel, Oil, &Grease 7.0 Mos 270.62 1,894 Misc. Small Tools 1.0 LS 16,237.50 16,238 Temp. Fencing - Rental (6' h Chain Link Fence w/ 15,000.0 LF 8.00 120,000 Driven Posts) Project Signs (SpawGlass) 4.0 Each 1,267.95 5,072 OSHA Required Signs 1.0 Each 1,182.78 1,183 Surveying Supplies 32.0 Wks 64.95 2,078 Licensed Professional Certified Survey (Initial) 1.0 Each 3,000.00 3,000 Licensed Professional Certified Survey (Final) 1.0 Each 3,000.00 3,000 Harrell Parkway 1A.1 100% GMP Estimate Date: 07/09/2024 3023148 Page 10 of 11 Documents Date: 06/14/2024 ITEM QUANTITY I UM UNIT COST TOTAL COST Licensed Professional Certified Survey (Intial 1.0 LS 4,500.00 j 4,500 Control Points) Onsite Misc Labor 64.0 Wks 1,450.00 92,800 Street Cleaning 32.0 Wks 1,732.00 55,424 Final Cleaning - Site 240,768.0 SF 0.15 36,115 Trash Dumpsters (40 Yd.) - Pulls 75.0 Each 541.25 40,594 Dust Control EQ 7.0 Mos 1,714.12 11,999 Surface Water Pumping/ Dewatering 7.0 Mos 1,714.12 11,999 Project Milestone Events 1.0 LS 4,330.00 4,330 Total - Direct Costs $ 24,352,224 Harrell Parkway IA.1 100% GMP Estimate Date: 0710912024 3023148 Page 11 of 11 Documents Date: 0611412024 i General Conditions Name: City of Round Rock-OSP 8 Duration(Mos): 33.0 Project 8: 0 Location: Duration(Wks): 143.0 Total From GRs GL BR Bond Type: - Bid Data: Total GCs: $ 3,878,755 $ 51,728.08 $ 1,055,600.00 $ 210,000.00 $ 896,368.00 Gross Area(SF): - PricedBy: Paden Cost/Mo: $ 117,538 6,092,450.66 4.35% 6,093,000.00 Template updated on:10/20/2022 &250% --Enter Sales Tax Rate Labor Labor Total Material Material Total Sulxontract Subcontract Equipment Equipment Total Total By Description Quantity Unit Unit Price (w/Burden) Unit Pince (w/Sales Tax) Unit Price Total Unit Prise (w/Sales Tax) Total Category Project Personnel - OperationsManager Wks 2,500.00 - - Projecl Executive-Tyler Wenzel - Wks 3,395.00 - - - Sr.ProjectManager-Parker 143.0 Wks 2,900.00 566,314 - 566,314 Asa=Project Manager-Field/Skis 143.0 Wks 2,540.00 496,013 - 496,013 Assistant Project Manager-Roadway 77A Wks 1,545.00 163,303 163,303 Sr.Superintendent-Harrison 143.0 Wks 3,330.00 650,285 - 650,285 Superintendent-TBD 143.0 Wks 2,800.00 507,730 - - 507,730 Superintendent-TBD - Wks 2,860.00 - - AsslstanlSup enntendent-TBD 94.6 Wks 2,100.00 271,290 - 271,290 Assistant Supenntendent-TBD 64.5 Wks 2,100.00 184,971 - 184,971 Assistant Superintendent-TBD - Wks 1,600.00 - - PMA Wks 650.00 - - ProjectEngineer/Expeditor - Wks 1,100.00 - Submftlal Clerk/FSS 143.0 Wks 1,200.00 234,337 - 234,337 Qual6y Control Manager Wks 2,000.00 - Quallty Control-Architectural Wks 1,600.00 - - - QualltyControl-Structural Wks 1,600.00 - - - QualltyControl-MEP Wks 1,600.00 Pro.Safety Safety Coordinator(PSC)/Safety Procter 143.0 Wks 2,000.00 390,562 - 390.562 Project Safety Assistant(PSA) Wks 1,65000 MEP Coordinator/Specialist-Dayton-OPP.GRs/COW - Wks 2,586.00 - LEED Coordinator Wks 1,400.00 - BIMEngine er - Wks 1450.00 - Scheduler Wks 2,000.00 Safety Engineer(Consultant) 200.0 Hrs 100.00 21,650 - 21650 Structural Engineer(Consultant) Hrs 125.00 - - Mechanical Engineer(Consultant) Hrs - 150.00 - - IN COW Waterproofing/Building Emelope(Consultant) - Hrs - 125.00 - - Add Line Subtotal: - - 3,486,454 Misc.Expenses for Protect Personnel - - Computers($180 per person per month) 231.0 Mos 300.00 75,017 - /5.01 7 Cell Phones 231.0 Wks - 88.00 22,005 22,005 NA Vehicle Allowances Wks 300.00 - - - NA Parking Allowances - LS - 16,000.00 - NA Relocation Expanses(Out of Town) Each 1,500.00 - - NA Housing Allowances(Out of Town) Wks 275.00 - - NA LMng/Per Dam Allowances(Out of Town) Wks 175.00 - - - NA Travel Allowance-President(Out of Town) Trips - 500.00 - NA Travel Allowance-Ops.Mgr.(Out of Town) Trips 500.00 - NA Travel Allowance-Proj.Exec.(Out of Town) Trips 500.00 - Add Line Subtotal Construction Documentation - Construction Documents(Blueprint Repro,) 10.0 Sets - 350.00 3,789 - 3.769 Construction Documents(CDs) IS 5000 _ - 75p0 - As-Built Documents 3.0 Set 500.00 1,624 - 1.624 COW/BIM CAD Generated As-Built Documents ITS 15,000.00 - P6 Scheduling Software 33,0 Mos _ _ 195.00 6,966 - 6.966 Construction Schedules(Color Copies) Mos 50.00 -j - Pr ect Reference Manuals Project 1.0 LS _ - 1,500.00 1,624 1,624 Digital Cameras Each 250.00 Video Cameras Each 500.00 - Job Photos/Video s Mos 100.00 MV in COW as GR Professional Aerial Photos 33.0 Mos _ _ 325.00 11,610 - 11 610 Add Line Subtotal: --_- - - 25,612 Health&Safety - - --�_ - First Ail Kits(for Office Trailers) 20 Each - 300.00 650 - ___ 650 First Ail Supplies(for Office TraNers) - _33.8 Mos - 200.00 7,145 - 7,145 CaR OSP General Cond4ons pegs 1 or 2 General Conditions Temp.Fire Extinguishers(for Office Trailers) 10.0 Each - 65.00 704 - - 704 Add Line - - - Subtotal: - - - - - 8,498 Temp.UtII18es - GC Only,SITE GR Electric Power Consump.(for Office Trailers) 33-0 Mos 500.00 17,861 17,861 GC Only,SITE GR Temp.Water Meter(far Office Trailers) 1.0 hath - 400.00 433 433 GC Only,SITE GR Water Consumption(for Office Trailers) 33.0 Mos - 250.00 8,931 8.931 Add Lina Subtotal: 27,225 Field OMoaa(SG Staff) - - -Office Trailers-Mobilization&Demobilization 2.0 Each 10,000.00 21,650 - - 21,650 Office Trailers-Setup/Takedown(Incl.Steps 8 Land) 1.0 Each 1,400.00 2,069 1,000.00 1 083 - 3,152 Office Trailers-Rental If months per year) 33.0 Mos 2,200.00 78,590 - 700.00 25.006 103,595 Furniture-Rental If months per year) Mos 200.00 - - - Desks,Tables,&Chairs 6.0 LS 1,500.00 9,743 - 9,743 File Cabinets Each 250.00 - - - Plans Racks Each - 500.00 - - - Copy Machines/Scanners-Rental 33.0 Mas - 450)0 16,075 - 16,075 Fax Machines-Remal Mos 50.00 - - Office&Janitorial Supplies(Incl.Copier Paper) 33.0 Mos - 400.00 14,289 14,289 Computers - Each - 280.00 - Pdnters Each - 25000 - Refrigerators 1.0 Each - 500.00 541 541 Microwaves 1.0 Each - 150.00 162 162 Coffee Machines 1.0 Each 125.00 135 135 Water Coolers-Water&Rental 33.0 Mos - 165.00 5.894 5.894 Ice Machines-Rental 33.0 Mos - 200.00 7,145 - 7,145 Telephone Systems Each - 900.00 - - Telephone Line Charges - Mos - 88.00 - - Long Distance Charges Mos 200.00 - - Internet Setup Costs(Includes Setup Service&Hardware Pkg.) 1.0 LS 3.000.00 3,248 3.248 Internet Service Charges 33.0 Mos 650.00 23,220 23,220 [PAD Data Charges Mos 5000 - - Jobske Radios-Rental Mos 40.00 - - Delivery/Courier Services 33.0 Mos 300.00 10,717 - 10,717 Postage/Shipping Expenses 3" Mos 200.00 7,145 - _ 7,145 Select Fill Pads for Office Trailers SF - 2.00 - Add Lina Subtotal: Field Offices(Owner) - - - -- - _- --_ ------ - Subtotal: - - - - Temp.Sanitary Facilities - Subtotal' - - Temp.Signage - - - InGRs Project Sign(SpawGlass) - Each 125.00 - 1,000.00 - - InGRs Project Sign(Owner) - Each 125.00 1,000.00 OSHA Required Signs 2.0 LS 250.00 739 750.00 1,624 - 2.363 Add Line Subtotal: - 2,363 Mobilization/Demobilization - - Subtotal: - - - - Miscellaneous Project Milestone Events 3.0 LS - 1,500.00 4,871 - 4 871 Partnering Costs LS - 3,000.00 - - - - Employee Identification System - LS - 1,000.00 - Temp.Use of EAstlng Elevators Mos 2,500.00 Add Line Subtotal: 4,871 388,136 25,006f 3,878,755 $ 3,878,Total General Conditions: $ 3,467,612 $ 755 coROSP Gr-1-d-s Pnge I G-1 CoMdboe N 1 2 3 4 Harrell Parkway-Multi-Purpose Field,Parking Lot,Lighting,and Landscape C P y N.. M.6n Dne.ryPOnn ChX Je."Fe.l.. e..CL.. Conbcl Per. 5•ntl•ple AdI.N KIIOp.m•en 81111•P•N•IN. Kr RO ,,MM 3A.1 Harrell Pkwy 100%GMP e,n .m�.Ram-9WerereUM.cem 666mpm6Ro cP.bgleyoN.mP16n aTdermlrelwlP..W MR' 312dJiJ195 511-2MLb0 StE-X01]1 XEd"-07X .16n.ter KH"ofer R p Pr111e1 R: 30211" KN My•M UnK M IhIS B"1 Celeeln•11en 6169 Ana: N1A .1.... 612712026 NOWS co'.$ Nobe ..I f NON. C..f nt$ eb$ Qry unil TOTAL BID AMOUNT- r.dnmwlsPecmcalPn• ELECTRICAL IrcWead I�euem Intl Wee i�gmae PLAYING FIELDS I-d I I-- I W ed InaWm ROADWAYY 1-1. 1-. Y Intl Wm Y I-. UTILITIES Incluem Inqudm IntlWed inGWm Tr..90.6.6 I.C..I. (LEK SSG RR 1DO CORK 11 MOBILIZATION I. LS S -.-AS $ 117-1 Y Mtl-> S 520,-. S 520.00000 Y $ -,N)DO S 3]900, Md> f 810000.DO S 810,0100 ME $ 600,00000 t NO 0, ED, DW 15-ELECTRICAL MUSCO SPORTS LIGHTING 1DO LS $ 378,N)00 $ 3]8.000.DO Y Mtl-> S 160,00000 $ 160,00000 Y ME-> $ 160000.00 $ 160000 DO y Md> S 133,00000 S 133.01.00 y Md> S 160000.00 $ 160000 DO E.2 DIV 16 ELECTRICAL PARKING LOT LIGHTING 100 LS S 216565.00 S -,.S D0 Y AN $ 38000,00 $ 360000.DO Y Md-> f 319000.00 $ 31900000 y AN $ 300000.00 $ 300000. Add f I.O1.1 S 360000.00 603 ON 16-ELECTRICAL SWITCHGFAR 1DO LS t 78,750 DO f 18750 DO Y Md-> Md> S 100,00000 S 3(q.010, MO-> f 283.00000 S 28?00000 S 250,000.00 S 250.01.1 y e-> f )00,00000 f 100,00000 E. DIV 16-ELECTRICAL FOUNDATIONS I. IS S 11111 f 111.DO Y e-> f 335,0.DO S 33S.DDD0, Y 300000 DO $ 31011 y Md> S 276000 DO S 2780100 MU-> f 275,000 DO $ 275,000 DO E03 DIV 11 ELECTRICAL BRANCH CIRCUIT WIRING 1DO LS S 151.1.00 $ 157511 Y AN $ 350000 DO S 350000 DO YMe-> f 308000 DO S 308,000 DO AN $ 2110 DO $ 290000 00 Add> $ 350,000.00 $ 350,ON DO E06 DIV 15ELECTRICALTUNNEL LIGHTINING AND CONTROLS 100 LS f 157,500.00 f 57".SO Y Md> $ 11000000 $ 110D1 DO YMd-> $ 151011 S 151,00000 ME-> S 11100000 $ I".DN 00 y AN S 1111.00000 f 170 NO DO COt - STAMPED CONCRETE 7.-DO SF S 1385 S 10).65280 Y AN S IS. $ 125.95200 Y MI> f 1600 S 125,95200 AN $ 1600 f 102X.1 AN $ 1200 S 96,686 DO CO2 - HOT MIX ASPHALT CONCRET TXDOT 360 TYPE C 3.6A 00 TON $ 12600 S "3.9"00 Y Md> S 16500 $ 568280 DO Y 1650, $ 699380 D0 y Ane-> S 1X.1 S 675.27200 Y Md> $ 157" $ L21X 92 13 - CRUSHED LIMESTONE BASE MATEROLLTYPE A GRI-2 10.210 DO CY $ SS 65 $ X6188.SO YMtl-> S 110.. S 1,123,100.00 Y AN $ 6200 S 428,82ON y Md> S 5000 S 510.50000 y Me-> S 56 75 S SA 61]50 C. HEAVY DUTY CONCRETE 626.00 SY $ 210 DO $ 131060 DO Y n-> $ 95.. $ 59.280 D0 Y AW> $ 95 DO $ 59280 DO Y Add-> S 116.00 f 72.3.6.00 y AN S 10500 S 65.X01 COS - WHEEL STOPS(STAKED) 259.00 EA $ 210 DO $ ..I.6OMd-> S 13000 S 3?1170 Ade-a S 118.00 S 1.-DO Add> $ 1X00 $ .DMO. AN S 15000 S 38.650 CO. - 6'CONCRETE SIDEWALK X11S 00 SF $ 660 S 676,31 DO Mn-> $ 850 S "00371 Y AN $ 101 f 566,15D.DO Y AEd> S 10.1 t 566.7501 Md> S 8 D $ 65161 DO C07 ADA CURB HAMPS 2. EA f 2,6251 f 5.2X1 Mn> f ?50000 $ ?OW Md> f 31201 f 5,10. Me> f 30951 S 6,19011 MO S 3]X1 J 5100 COB - SIGNPOSTS 26 DO FA $ 5250 f t2X Md-> $ 15000 f 6X0 Ane> f 6951 t 1868000 AN> $ 77500 $ 18.61 Md> $ 5511 DO S I-DO COp - ADA HAND RAILING "O1 LF S 105.1 S 6891 Me> f 26000 $ 110100 up $ 111 s 87,6X. Mn> S 2081 S 9568000 MO S 1X00 $ 87600 DO CDO 3'WIDE VALLEY GUTTER SX DO LF S 62.00 $ DOT,-DO Y e> $ AS 00 $ 65370 DO Y Md> $ 571 $ 39.786DO y Me> S 12111 f 89,36600 Me> S 11U1 $ 16.71 Ctt - CONIC CURB(RIBBON) 6,611.1 LF $ 3150 $ 16526650 YMd-> $ 25.00 $ 115,27500 Y Mn-> S 221 $ 1Dt-DO y AN $ 23.1 $ /0605300 Me-> $ 20.00 S 922201 Ct3 CONC CURB B GUTTER(TY II) 7174 DO LF S .25 S 193,56]50 Y AN $ 11 $ 147A...DO Y Md> S 26.00 $ 1]6.976.00 y AN $ 3S DO $ 258090.00 Y AN $ 20.1 f 16]6110.DO C13 - GURASLOPE TRENCH(6'L) 971 EA S 892.50 t 86.572 50 Y AN> $ 9100 $ 96030.DO P1.X S 6X.00 S -00 AN> $ 16000 $ 11-00 Y Md> $ 9X.1 $ 9601 C16 - GURASLOPE SLOTTED GRATE J2 L) 19600 EA $ 68250 f 132,605 Mn-> S 13X1 S 2522100 p $ 12501 t 262X01 AN $ 635.00 S 1,39000 Md> S 1,311 $ 11111 C15 - GURASLOPE CATCH BASIN 800 EA $ 1,36500 S 5,11 AN f 911 S 7BOD. ep S 1,S.0. S 910 AN $ 1511 $ 910.0. f I91 DO S ],BOOR 016 - IF HOPE -DO LF $ .3 DO S 30.116 On Y AW> f 851 f 0130 DO Y Me> S 691 S 23122AN> f M1 $ 60.112 DO S 8500 S 6011X1 017 - 12'HOPE 1X1 LF $ IN OO f DO,-00 Y Me> $ 2501 $ 60.10 00 1 11.g $ .DO I 10,"0 Me-> S 11800 $ 18,88000 Y Md> $ 2501 $ 6001 0" to HCP 12731 LF s - S 160DIDI DO Y AN S 1101 $ 60030.00 Y Me-> $ 65 DO S 8376500AN $ 111 $ 273DD. Md-> f 110.1S 160,030.00 C11 2.'HCI 6311 LF s 17D 21 S 10932015 AN S 1X1 S 960 ,6500 MX7X1 d-> $ 1 S 1. r y AN f 132 1 f 83292 DO y ME-> f 150.1 S 96.650.1 C20 - 30'RCP 1.DO LF $ 1.9. S 211728 DO Y Md-> $ 2101 $ 30,26000 Y Me-> AN 102"GO f 115.1 f 18,560.1 Md-> S 268.1 f 35126.1 y f 2101 S C21 - 36-RCP I.DO LF s 206 75 S 10],696.50 Y AN f 2101 S 110680 DO Y Md-> S 1861 3 88266 DO I AN S 211 $ 1D521 DO Y Md-> S 310.1 S 110.680.1 C22 - 62-PCP 61500 LF S 210 DO S 9975000 Y AN> $ 3101 $ 16),2501 Y Md> S 2201 S 106,5001 y Me> $ 1801 $ 180511 Y Md-> S 3101 S 167,25000 L23 - 5'MANHOLE 1DO EA $ SAUSDO $ 6825 DO Y Me-a $ SON DO S 9011 Y AN $ 62X1 $ 11,2.D0 y AN $ BON DO $ 9,011 AN $ SUDO. $ -OP C2. - 6MANNOLE 11 FA S 7,350 DO S 11501 Y Md> $ 1D0001 $ 10,0100 Y ANXI S 9,935 DO S 9.935.DO y Me-> S 9.WODO $ 9MOD y Mn f 100100 f f0,00000 C25 - 60(6'JUNCTION BOX 21 EA f 860000 S 16,811 Y AN S 70001 S 16,00000 Y Me-> S 61X1 f 13380 DO y AN S 59501 $ 1191.DO S 10001 S 16,101 C26 - 5'X5'JUNCTION BOX 11 EA $ 6925 DO $ 9925 DO Y Me-a $ 8,00000 $ 801 AN f 63251 $ 9325.1 Y Md> $ 8,111 $ 8,11.00 AN $ 91000 $ SON DO C27 - 6%6'JUNCTION BOX 200 EA 5 9650.00 S 18,BID).1 Y AN S 95100 $ 19,10.1 Y Add-> S 9,395.00 S 18.11 DO y AN $ 15000.1 $ 30,01.00 Pdd-> S 9,51.1 $ 19,10.1 C2. - 10'CURB INLET 51 EA $ 715 DO $ 35,175DOAd f 9.00000 $ 6501.DO Y MI> S 7,050.1 S 15.2501 AN f 10X01 $ `+6.000.00 y S 9,01.1 S 65011 C. - t5'CUP.INLET 31 EA S 73501 $ XX..O D0 Y Me> S 15011 $ 11 NO DO Y AN $ 11511 $ 36.500.DO $ 15.01.1 S 650100 AN S 15,011 f 65.011 C30 - 3D3 AREA INLET 11 EA $ 7 665 DO $ 1,885 DO Y Me> $ 5.D10O $ 5.01 DO Y Md> S 6511 S 6511 Mn-> S 5,911 $ 5-D0 y Add> $ 501.00 S 5,10.1 CJD 3'X3 GRATE INLET 300 FA $ .6]250 $ 16.01]50 Y Me> $ 15100 f 13.500.DO Y AN S 55100 $ 16.170 DO Ann-> S 5,611 $ 16,800 DO y Md> $ 1500.1 $ 13,10 DO C32 - 60M'GRArE INLET 11 EA $ 52501 f 5,250 D0 Y AN f RSODDO $ 6-OP Y ME-> S 69201 S 691 DO y Md> $ 811.1 S 8YOD DO Y And-a f 65001 $ 8.X01 C11 - 111-BET 3:1 1.1 EA $ 1,3651 $ 1]85.DO Y A,KI S 3,011 S 3.10 DO Y AN $ 3380 DO S 2,3XDO v A,DJ S 2.300.00 S 2.31 DO Y AN $ 30NOO S 3,000 DO C1 - 62-SET.:1 1.1 Ee $ 611.00 S 8.31.N Y A,kI S 7.011 S 7.1 GO Y Md> $ 15,8751 f 15,175 DO y Aaa-> S 9..00.00 S 9111 y AIM $ 71000 S 7.01.1 GS ROCK NO,-(OX 1T) 101 SY S 15,50 f 11,025.00 Y Ad $ 1801 $ 12,600.DO Y Md-> S 166.00 f 11,6N.DO y AN f 1261 $ I,-O A,XJ $ 1801 $ 12,600.03 C36 - CONCRETE TRICKLE CHANNEL 3,]1.1 SF S 1575 t X17500 Y Md> f 15. S 55,500.00 Y Add> $ 1600 $ 5161.1 Y AN S 16.00 S 51,811 AN $ 151 S 55.500 DO CID - SITE EXACAVATION 11,08300 CY { 111. t 116,37150 Y Md> f 25.1 S 2]],075.00 Y AO KI f 121 $ 132998 DO yMd> S 151 $ 1662"1 y AN $ 151 f 186,2651 C3. - SITE FILL 8657100 CY S 5.25 S 656..9] Md> $ 12 DO t 1038,552 D0 Y AN S 151 $ 1298.X5DO AXI S 161 $ 1128121 SO yMe-> S 1650 $ 1126621 50 C3. POND EXCAVATION 962100 CY { 1050 f 101,02050 Y d> $ 211 $ 12.061 DO Y A,kI S 101 S B5,210 DO y AEd> $ 201 S 192,42D1 AN S 201 S 192,62000 C. - ROCK QUARRY RETAINING WALL 9738.00 SF $ 157.5D f 1,X362000 Y Md> $ 1101 $ 1010.X0.DO I PI,S $ 1151 S 817,X0 AXXI $ 80 DO S 778,88000 y AN $ 11DO $ 9]3,X01 .1 - INLET PROTECTION 161 EA $ 11360 $ 1587Md> $ 11.1 $ 2,660 DO Y $ 1201 $ 1.00 DO Y AKII $ 17D 00 $ 3380 DO Y Ade-a f 1801 $ 35201 U2 TREE PROTECTION 151 LF $ 41 2S S 70S 71 Y Me> t 1301 $ 1950.SO Y Abd-> f 121 f 1X.1 y AN> $ 1101 S 1,65000 y AN> $ 55.1 S 825.1 CONSTRUCTION ENTRANCE 100 EA f 2,19.85 $ 2,.9 65 Y Me-> $ 2,500.00 $ 3511 Y A,XI $ 1,700 DO S 1]1.1 y AN $ 2200.1 S 2,200.00 y Abd> $ 3,500.1 S 3,51.1 CM - SILT FENCE 1,7100 LF $ 5.25 $ 4§,- AN> $ 61 $ 6,.0.DO Y AN-> $ 61 $ e MD 0 1 MdS 6-> fi 1 S 10 OD y And f 600 f 102801 LOT - ENHANCED PAVING 11,13.1 IF S 'D SO f BL.6 SO Y Me-> S 1600 S 128.5281 N PI.. S 121 S 1.3X.N y AN $ 800 S 0126600 y Md-> S 1200. $ 9631 DO L02 - STEEL EDGE 2111 LF S 131 $ 1,55085 Y Md-> S 2000 $ 6,220 p f A. 1 1,700 y Md> $ 171 1 3,5671 y M0-> S 1000 $ 2.110 L03 MONUMENT SIGN 100 EA f 28.25000 $ 16?5000 Y bE-> f 63,011 S 65,011 uq $ 135.11 r ]5,000 Mtl> $ +300000 f 130NM PIP,, S 35,131 Do $ U.006" LW LANDSCAPE BOULDERS 12.So EA f 13813 3 537875 Y Md> S 2901 f IBM Doo N 11P,, $ 753 IS f 20,317. y E-> t 35000 s 6,25000 ACU> $ 75388 3 20.35a 76 LOS SHADETREES-3' 1PER 21500 EA $ 136.1 f 220.900 D0 AEE-> S 75.1 $ 75.35000 up S 22500 { 4.573.00 A!E-> S ]1 Do $ 64500. b f 32000 f 55050 L06 - ORNAMENTAL TREES-31.5 CANES 211 EA $ l w f 22,68000 AtlE> f 75000 1 92S0 o0 up S 235 Do f 8,025. b0-> S JD0.1 s 8,00. b0> 6075 y S 335.00 f L1 - SHRUBS 5GALLON 913.00 EA $ 3990 $ 36438.70 Y Mtl-> $ 1.00 f 36,5201 p 5 111 r 1,477. Mtl-> 5 3500 $ 3195500 bE-> f 2900 S 26, I Doo LOB - GROUNDCOVE0.-1 GALLON 0,52500 EA f 10.90 f 162,12420 Mtl> f 1100 S 94%S p S 650 { 22"3 Mtl> Mtl> t I S 1000 f 85.780 00 f 100 S 94 3581 L0. SOD 132631 EY f lo So f +79.28150 MO> 3 BJo f 83.558 p 5 fi95 r 92,117.! Mtl> f 900 f 119.387 bE-> f 700 S 921 u0 HAHDWOOG MULCH 1,30300 CY f 5775 f 7524 Md S 3800 $ 49514 9 s 6335 r "Att. A1> S 351 5 4S.fi05 bE s 7500 s 456031 I,1 TOPSOIL 14741 CY s uTT s 92uaDo bE> $ 7000 s 03,80 „p $ 68147 r +05347. Mtl> s So Do S 103180 To hlA s 6000 s 4eo Do I.tx BED PREP 1,30300 CY $ 8].00 f IC 11 Mtl> f 57.00 f 89,05900 p 5 16 to { ".1M. b0-> f 5000 f %.+SO AdE-> S SJ 00 S 0.0"5900 P60+ SECTION 33102301 TH FIELD-NATURAL TURF PROFILE 30.47900 BY $ 5040 1 15:.14160 bE> f 51]4 S 156168300 up 5 4650 f 1A911.02 ARI S 4350 $ 132583650 yPGtl-> f 4658 f 1419,211 12 IRRO+ SECTION 321823.01 TH IRRIGATION SYSTEM POINT OF CONNECTION 300 EA f ?625.00 S 7,8231 AdE-> f 5.00000 f 15.011 p f 371000 f 1.1)0.00 b0> S 5.011 f 15011 Mtl> f ?500.00 f 7,500.00 IRRO2 SECTION 321823.01 TH IRRIGATION SYSTEM CONTROLLER 200 FA f 4410.00 S 8,83000 AOE-> f fi.3100 S 1?61 up f 8,096 i 11,111.00 MO> S 6.01 So S t?Opp Al-> f a,51.0. f 9,000.Do IRR03 SECTION 32102301 TH IRRIGATION SYSTEM GROUNDING EQUIPMENT 100 IS S 12%1 1 1,890 Do Y ICE-> f 13,030.00 f 13000.00 N PI, f 1,913.00 f 1213.N y bE-> $ 11.5001 f 11,31.1 y Mq> f 1,90000 S 1,511 1RR05 SECTION 311823 OI TH IRRIGATION SYSTEM FLOW SENSOR L. EA f 1623.25 $ 1,813.25 A00-> S 63000 f 670. 9 f +0951 f 1.095 Al-> f 57000 f 570. y btl-> f t0%00 f +0% IRR. SLCTION32 la 2301 TH IRRIGATION SYSTEM BACKFLOWDEWCE 100 EA $ I.3DT 50 f 3,30150 Mtl> S fi30 o0 f e]0 p f ?89300 f 2t". Al-a f 57000 f 570 y b0-> f ?89300 f 289]Do 1RR1 SECTION 32 18 23 D1 T H IRRIGATION SYSTEM ISOLATION VALVES 500 EA f 97.15 f 781X1 Y Al-> f 401 $ 352.. 9 1 32025 f 2.2f 00 y Mtl-> f 39500 f 3.100. A0tl-> f 32825 f ?636 Do IRRO7 SECTION 32 18 23 0+TH IRRIGATION SYSTEM IMSTER CONTROL VALVE 100 EA S 51975 S 618.75 bE-> $ 44000 f "oft Plup-> $ 51900 { 519 Mtl> f 39500 S 3911 Y MO> S 375Do S 71500 IRR. SECTION 331823 01 TH IRRIGATION SYSTEM QUICK COUPLER VALVE 41 EA 5 515.00 f 1,11.1 b0> $ 6301 f 251.1 Plug+ $ 2651 f M0. y Al-> f 57000 f 238000 26500 5 tOW.1 IRR" SECTION 321823.01 TH IRRIGATION SYSTEM REMOTE CONTROL VALVES 72 So EA s 472.30 f 74.020.00 A,ki S 51ON $ 367N Doo PI.,, $ 5411 f 39,384. Al-> S 45000 S 33!00.00 y Mtl> f 325000 S 15.200.00 IRR10 - IRRIGATION SYSTEM TREE BABBLERS 242.00 EA f 1490 $ 4,523 S0 Mtl> S "1 S 21,538.1 up S 18.11 f 4,111 y bE�> S 7S1 S 11,176.00 y ME-> f 18.00 f 4.3111 IRR11 SECT—32182301 TH IRRIGATION SYSTEM/ROTORS) 238.00 EA f 7938 S 801608 Mtl-> S 7500 f 17,17500 up S 138% i ".071.55 MO> $ S. S 15,57100 y M0> f 5000 f tt<501 IRRtt SECTION 32 18 2301 TH IRRIGATION SYSTEM(POTABLES) 408.00 EA S 1B 325 f 1156680 A1> $ 9000 f ]67:1 p f 191 3 10."l i1 y AEE-> $ 7800 f 71,811 y AEtl> f 2000 f 8,1601 IRR13 IRRIGATION SYSTEM PERMANENT SHRUB 17,180.00 LF 1 079 $ 11,52925 b0> $ 250 $ 4?9501 p S 130 3 22,]]4 ACE-a f 2]0 f 39,51400 Mtl> S t1 f 7,180To IRR14 IRRIGATION SYS TEM LATERALS 32,18.Oo LF f 1% f 1,59540 b0-> f ISo S 9422 p S 338 3 110.7032. PEE-> f 115 f 32,890 AEE-> f 125 f 1,18500 S0. IRRIGATION SYSTEM MAINLINE 9,488.00 LF $ 3I f ..18755 ME> S 1000 s 94.660 D0 Plup-> S 475 S Y."] Mtl-> f 900 1 %.111 Mtl> S 400 f 31%4 IRRt6 IRRIGATION SYSTEM SLEEVING 2,845.00 LF f 1890 S 4993050 Mtl> f S. $ 23,80500 up $ 11.93 { )1,1125 y b0> S 8.00 f 21,16000 y bE> t 1000 S :150 D0 STABILQEQ/BASE BUBGRADE(FlELD$) 000.00 CY 5 :.50 f 16%01.1 b0-> $ 2650 f t6%TOD1 MO> $ 2650 f 1,8%.0.0... Pq S 26.50 { 121.1000 up s 26.50 { 1.096.10 ROTOTILL NATURAL TURF PROFILE ),3771 CY YAtlE-> S 671 S 1111110 ME> f 671 $ 11,9911 p S 871 t 223."1. up 3 821 f 220,vvt 1 ADDITIONAL SANDY LOAM FOR FIELDS 10.1000 CY $ +01 S 11.10 Pluq-> S tp1 t To.wo p f 101 f 11.10. uq f 101 f 11.000 up f 101 f 100,000 SUBGRAOEPREP 3067000 SY $ 263 $ 8043 p $ 250 f 7431500 ME> 3 2So $ 7557500 u9 $ 250 t 75]7! uq f 250 { 7¢,52500 PARKING LOT STRIPING t1 LS f 28.250.00 f 28.3501 MO-> 3 25011 S 25.000 Mtl> S 30011 3 30,0001 up f 150001 1 2501 up f 25.0...1 { 250100 SITE DEMOLITION 1.1 LS f 11,000.1 1 21,011 p f 20011 f 2010 ME> S 18.750.1 S 16.750.1 Plu > f 10.000t 201p f2 .0 { 0000 STAIRS 1.00 1 f 21,01.1 f 2101. bE-> $ 20,011 $ 20.00.. q S 20.0...1 { 20,01. uq f 20,1000 f 20,01. Plug+ S 20.01.00 i 20,10 BOLlM05 8.00 LS f ?111 S tfi S.O. Mtl-> $ 2,000.1 f 16.01.1 uq S 211.00 { +8,91 up s 201.1 r +5000. up 5 ?000.1 f 1..1000 AMERISTAR FENCING 2,37400 LF S 1011 $ 239.922. up S %35 i 2254".1 up f %.25 { 228,491 u9 f ".25 i 2344".N up f 9825 3 125492.50 ELECTRICAL CONNECTION 1,21.00 LF 1 851 S 102101 p f 851 r +02.000. .q f 851 3 102,10. uq 3 451 S +0210 uq f 5500 { 02,01 ELECTRICAL ENCLOSURE(ALLOWANCE) 1.00 LO f 75 o11 S 75.10 bE-> 5 120,101 f +30101 A, 1 120101 $ 12010 uq S 120011 f 12..000 up f 1:,101 3 1x0.10 HUB,_.. P1.g { - q t p MEs,Ea 300 E.1 y I— EW II.,Ad 9E Intlutll IneE Saba Tv nlnd . 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Ad..KIlnp.n.nn a-PY4sh.K Kd.+.Ir RRMpwa Em.11: sannunctere,and cOm Wam61haxos0 CPalx8ek6brdanf.s+erwn Nttbn.<Om YyrgQlgex�}a)LwClass_com 3A.1 Harrell Pkwy 100'h GMP PI1401.d: stz-sasa»s� s+x.zA4aeop m s+zJOW»s+r s+2a]a7sa E41Yn.lR: Kd.LeM1,Roddpwa P1.f.tt 1: ]02]145 KN MI'...u.A Prkl.p But c-1,1-1- NIA -1,1 tl.nNIA Bid OY.: BT 1 NMes -$ N01ez Coal$ ors Tole, oslf Tobe NOles CorteE QtY ... lMA Prke TOTAL BID AMOUNT Tuh01P.1$P.OM-1- FLECTRICAL Y nducted Y Ina Wed Y Inauctect Y nauded PLAYING FIELDS y .-d n ROADWAY YInductetl Ind W 4 du0e0 n UTILITIES Inaudmi Y Y Ina d Y ntlud.d Tr.d.$P ft 1.1.1.0.: ITEM SPEC OESCIIdPn RR 700 8700 MOBILI)ATION 1.00 LS S 197,160.06 S 18),160.06 y Add-> $ )6000.00 $$ )600000 Atltl-> y $ 1)0.00000 S 130,000.00 y Atltl-> f 200.00000 § 200,000.00 Atl0-> E 150000.00 S 15000000 RR 505 RR 505 ENCASEMENT PIPE 1fi'DIA.,STEEL,IIM'THICKNESS) 105.00 LF S )15.00 E 330)500 y Atltl-> S 18000 $ 18.90000 y Add-> S 14500 $ 15?2500 y Atltl-> f 25500 § 26715.00 Add-> f 18000 E 18,90000 RR 505 RR 505 ENO SEMENTPIPEIB'DIA,STEEL,IV4'TH,CKNESS) 200.00 LE S 361.50 E )),50000 y Add-> f 22000 S 44.00000 y Atict-> S 16500 $ 33,000.00 y Atltl-> f 34500 § 69,000.00 Atltl-> S 22000 S ".00000 RR 505 RR 505 ENCASEMENT PIPE 24'DIA.,:TEFL(3�1'TMICKNE55) BI.00 LF E 42000 f 3908000 y Atltl-> f 250.00 f 23.50000 y Add-> f 23500 S 22090.00 - S 34500 S ]243000 Atltl-> f 25000 f 23,50000 RR 505 RR 505 ENCASEMENT PIPE 30'DIA,$TEFL,()11fi'TN,GKNESS) 10900 LF $ 471 SD $ 5150250 y Add-> S 35000 f 38,15000 y Add-> S 46600 E S0,»400 Add> $ "500 S 48,50500 y Atltl-> S 35000 S 38.15000 NEW MANHOLE CONSTRUCTION,"'DIA(STANDARD PRE-CAST WI PRE CAST BASE, RR 506 RR 506 WATERTIGHT BOLTED COVER AND ABOVE GROUND VENT) 100 EA $ 840000 $ 8.40000 y Atltl-> $ 1800000 S 18.00000 y Add-> $ 21]0500 $ 2110500 y A.-> S ISODO 00 f 18OODO0 y Add-> S 10.00000 S 1.,000. NEW MANHOLE CONSTRUCTION,"'DIA(STANDARD PRE-CAST WI CIP BASE,WATERTIGHT RR 506 RR 506 BOLT ED COVER AND ABOVE GROUND VENT) 100 EA f 9,9]500 3 9.97500 Atltl-> 1 19.00000 $$ 1900000 AM $ 22.10000 S 22,10000 Add-> S 21,00000 3 > $ 19.00000 f 18.00000 RR 509 RR W. TRENCH EXCAVATION PROTECTIVE SYSTEMS(ALL DEPTHS) 6,84200 LF E 525 S 35.82050 y Atltl-> f 200 $ 13,66400 y AM_ f " S 1026300 Add-> f 461 S 31,81530 y Atltl-> S 200 S 13,68400 RR 510 RR 510 PIPE,2-DIA.,HDPE.(ALL DEPTHS)INCLUDES EXCAVATION AND BACKFILL. 213.00 LF $ 63.00 E 1],41900 y Atltl-> f 9900 S 21,08)00 y Ad- $ 6000 S 12180.00 AW-> S 105.00 f 22.365.00 y Add $ 9900 f 31,08700 PIPE,4'DIA.,1111350,(ALL DEPTH.)WITH RESTRAINED JOINTS,INCLUDES EXCAVATION AND RR 510 RR EH) BACKFILL. 12200 LF S 84.00 1 1024800 y Atld-> $ 160.00 S 19.520.00 Add-> S 11100 E 1354200 Add-> y y $ 205 W 25G1 0 GO y Atltl-> 160.00 S 19,20.00 PIPE.6-DIA.DI CL 350(ALL DEPTHS)WITH RESTRAINED JOINTS INCLUDES EXCAVATION AND RR 510 RR SO BACKFILL. "100 LF S 10500 S 46.30500 y Ado-> $ 1)0.00 f )4,9)0.00 Ad! S 10300 S 4542300 y Atltl-> $ 14000 $ 6114000 y Add-> E 1)000 S 749)000 RR 510 RR 510 PIPE,8-DIA.,DI CL 35O,(ALL DEPTHS)INCLUDES EXCAVATION AND BACKFILL 2,166.00 LF S 157.50 S )41,14500 y Atltl-> $ 150.00 S 324.90000 y Add+ 1 9800 5 212268 U0 y Atltl-> S 13300 S 2880).00 y Add-> $ 150.00 S 324,90000 PIPE,B'DIA,DI CL 350(ALL DEPTHS)WITH RESTRAINED JOINTS,INCLUDES EXCAVATION AND RR 510 RR 510 BACKFILL 3G'5 GO LF $ 15750 $ 084,31250 A. f 151100 f 46125000 Add $ 10000 $ 30),50000 AW-> Add> Y y 13300 413897500 1 1, PIPE,12'DIA.DI CL 350.(ALL DEPTHS)WITH RESTRAINED JOINTS.INCLUDES EXCAVATION RR 510 RR 510 AND BACKFILL. 28400 LF S 236.25 $ SS 4575D Y Atltl-> S 21000 S 6114000 y Ad d-> $ IMI 00 $ ",604.00 y A. f 26000 S 76"000 Y Atltl-> S 21000 $ 8114000 RR 510 RR 510 PIPE,15'DIA.,PVC SDR46(ALL DEPTHS).INCLUDES EXCAVATION AND BACKFILL. 42200 LF S 26250 f 11077500 Y Atltl-> S 17D 00 S )114000 y Atld-> $ 12000 $ 50.84000 Add-> f 2)500 $ 116.05000 y Atltl-> S 17000 S 7114000 PIPE,15'DIA PVC SDR-26(ALL DEPTHS).WITH RESTRAINED JOINTS,INCLUDES EXCAVATION RR 510 RR 510 AND BACKFILL 109.011 LF S 315.00 f 34.335.00 Y Add,> S 160.00 f 1),"0.00 Add-> S 18200 S 20,928.011 y Atltl-> f 28500 S 3106500 y Add-> § 180.00 5 1114000 RR 510 RR 510 WE CONNECTIONS.4-DIA.X4'OU. 2.00 EA $ 1,050.00 S 2.100.00 y Add-> S 5,So GO S 11000.00 -> S 1A600D 1 292000 y Add-> S 2.10000 $ 4.20000 y Adtla § 5.500.00 E 11000.00 RR 510 RR 510 WE CONNECTIONS,6-DIA 4.00 EA E 00.00 S 1fi 00000 y Atltl-> f 5.50000 S 22.00000 y Add-> S 2,18000 S 112000 Add- S 2,100.00 $ 8,400.00 Add-> $ 5.50000 $ 22001100 RR 5113 RR 510 WET CONNECTIONS B'DIA.%.'DIA 6.00 FA S 5250.00 S 3150000 y Atltl-> S 600000 S 36,00000 y Ad d-> f 2.86500 $ 15,890.00 y Add-> S 280000 $ 1560000 Atltl-> f 6.00000 $ 36,00000 R0.510 RR H. WET CONNECTIONS,12'DIA X 12'DIA 7.00 FA $ 10500.00 S 7350000 y Atltl-> 1 6SOO 00 $ 45,50000 y Adct-> $ 459000 $ 32,13000 y Add-> $ 1.100 GO $ 26600130 Add-> f 6.50000 $ 4550000 RR 510 RR 510 PRESSURE TAPS 24'DIA%8'D IA 100 EA S 1575000 S 1575000 y Atltl-> S "'U0 1 1500000 Atltl-> 1 31A0000 § 3110000 Add+ S 19.ODOOD 1 1800000 Add-> f 15.000. S 1500000 RR 510 RR 510 DUCTILE IRON FITTINGS 4 INCH THROUGH24 INCH 550 TON S 15,)50.00 3 86.62500 y Add-> $ 7.50000 S 41,25000 y Atltl-> $ 7,80000 E 42,NO y Add-> S 1],00000 S 71501100 Add-> S 1 a' $ 41 25D DO RR StO RR 510 RECONNECTING LATERAL SERVICE TO EXISTING PIPE I4'DIA REUSE SERVICE] 100 EA f 262500 S 2625. y Atltl-> $ 1,80000 S 1,80000 y A00-> $ 1,90000 $ 1,.000 -> S 3.30000 S 3.)0000 Add-> $ 1,800011 S 41,80000 80.510 CONCRETE TRENCH CAP,(2 FT WIDTH) 20.00 f 5250 3 05000 y Add-> $ 7500 $ 150000 Actd-> S 5600 f 1,12000 y Add f 6200 $ 2"130 -> f 7500 f 150000 RR 511 VALVES,GATE,:'DIAMETER 18.00 EA S 262500 $ 000.00 y Ada-> $ 2,)DO 00 S 4].20000 y Atltl-> y f 2,29500 $ 3612000 y Mtl-> f 2.80000 S ",80000 lbd-> $ 2,70000 E 4320000 RR 511 RR 511 VALVES.GATE,B-DIAMETER 23.00 EA S 3,6)500 f 84.52500 Add-> f 3.2DO 00 S 7].60000 y Add S J.14500 $ 72,33500 y Ad $ 3400 DD $ 782D000 Add $ 3]0000 $ 7360000 RR 511 RR 511 VALVES,GATE,12'DIAMETER 200 EA 1 6300011 S 1260000 y Ad-> $ 6.000110 f 12000.00 y 11 1 5,035.00 S 10,O7D.00 y Add- f 630000 S 12,60000 V A1 $ 6,0000(1 S 12,000.00 RR 511 RR 511 FIRE HYDRANTS 1100 EA $ 8,400011 $ 92400.00 y Add S 7.500.00 E 12500.00 y Atltl-> E 9000.00 $ 18,000.00 y Add-> S 8.900.00 $ 9),900011 Add-> E 7500.00 S 82,500.00 RR 511 RR 511 DRAIN VALVE 1.00 EA S 525000 S 5.250.00 y Add 3 6.50000 E 6.500.00 Add-> 1 6,)00.00 f 6)00.00 y Add-> f 8.90000 $ 8900.1)0 y Ad' 5 6,500.00 f 650000 RR 511 R.511 AUTOMATIC COMBINATION AIRNACUUM RELEASE VALVE ASSEMBLY,V DIA. 1.00 FA S 6.825.00 S 662500 y Adct-> f 9.00000 S 9.00000 y Atld-> f 6,25000 S 6?50.00 Mtl-> S 0 S 16,60000 -> S 800000 $ 9,000.00 SP505 OF- SPLIT ENCASEMENT RPE 42-A.,STEEL.(1Y2-THICKNESS) 125.00 LF 3 47250 S 59.062 SO y Add f 165000 S 206.25000 y Atld-> S 1,58000 S 187,50000 Add S 11375013 S 1)1,8)500 Add-> S 165000 $ 20625000 BP50. SP505 CONNECTION TO EXISTING 48'DIA WASTEWATER MANHOLE 1.110 EA S 5,))500 E 517500 y Add S 10.0M OO E 10.00000 y Atld-> $ 6,18500 $ 9885110 Add-> $ 1100000 $ 11,000110 Add-> $ 10,00000 $ 10,000DO SPSO. SP506 WASTEWATER BYPASS 100 LS $ 10.50000 f 10.50000 Add f 4500 DO S 4,S0000 + S 25"500 5 25"500 y Add-> y S 40.000 00 S 40.000 00 y A00-> § 4 500 00 f 4,500 00 BP510 SP510 RESTRAIN E%]STING RPE I2'DIAMETER 200 FA S 8<0000 f 16.80000 y Atld-> S 7.500 DO S 15.00000 A. 1 1265000 5 25.- Y Add- f .3.00000 f 6.00000 y Ado-> E )50000 E 1500000 .P310 SP510 RESTRAINEXISTINGRPE.24.OIAMETER 200 EA $ 12.60000 f 25.200011 y Add-> E 7,5001311 1 15.00000 A. 1 9.300 DO $ 16.60000 y Add-> S 8.100.011 $ 16,200110 y Ad.> 3 )50000 E 1500000 NUB/ S3- Rup-> 3 - 3 P-11 W.pe Rebs y Inducted Y InaWM y nlwded Y Inducted A.- 300 E.. Y Indudetl Y ,ntlWed Y InWtletl Y Inducte0 Sa,"Tar Is--d _ TOTAL COST a 2,149,998 1,955,481 1,849,947 2,132 393 2,029,481 U..thl.-+1 ;-5;7 TOTAL PI UGS-> Altd-W. CKu m Foe SPewCJes PIPE 6'DIA,PVC CNN DR 14,(All DEPTHS)WITH RESTRAINED JOINTS,INCLUDES RR 510 CORR510 EXCAVATION AND BACKFILL. 332.00 LF y Ad d-> f 130.00 S 43.16000 Add-> $ 9J 00 T 30,87600 y 3 12900 5 2486.00 Atltl-> f 13000 S 4].16000 RR 510 CORR 510 PIPE.8-CIA PVC CNN DR 14.(ALL DEPTHS)INCLUDES EXCAVATION AND BACKFILL 211800 LF y Add-> f 11500 $ 249 ON DO y Add-> $ )300 S 151,11800 y AOd-> 1 11900 f 25),75400 Atltl-> S 115130 S 249.09000 PE.B'DIA,PVC CNO DR 14,(ALL DEPTHS)WITH RESTRAINED JOINTS,INCLUDES y GR"a CORR 510 EXCAVATION AND BACKFILL. 3G750O LF y Add-> S 120.00 S 36900000 y Add 1 68.00 $ 270600.00 y Am-> $ 128M S 393,600.00 y Atltl-> S 12000 S 369.00000 PIPE,12'DIA.,PVC 0900 DR 14,(ALL DEPTHS)WITH RESTRAINED JOINTS,INCLUDES RR 510 CORR 510 EXCAVATION AND BACKFILL. 123 D0 LF Add> S 200.00 f 24,600.00 y Atltl-> S 18)00 5 2300100 y Acttl+ S 22500 S 27 675 y Atltl-> $ 200.00 S 21.60000 RR 5+0 CORR 510 DUCTILE IRON FITTINGS 4I NCH THROUGH 121NCH 800 TON Add-> S 6,500.00 S 5200000 y Add-> $ 570000 $ 4560000 y Actd-> S 960000 f 7680000 y Atld-> $ 6.50000 $ 52.00000 TAB MASTER PROJECT SCHEDULE I r I 1 �P ti Providing the Absolute Best r Construction Experience Atitivity ID Activity Name Ong Rem start Finish Otr 3,2024 Otr 4,2024 Qtr 1,2025 Qtr2,2025 Qtr 3,2025Qtr 4,2025Qtr 1,2026 Our Our Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb ir r ctwt Milestones 0 0 Issues and Constraints o a Preconstruction o 0 DesignCon tAdministation GMP QQ— Q�— Early Procurement 0 0 Construction 352 352 03-Sep-24 23-Jan-26 ;Caro' 11 Parkway and Apex Fields ®®� ;30.1 Overall Site 352 352 03-Sep-24 23-Jan-26 ;Ovargl _._._ ________________:____._ _.i__-__.i......t............t.._._�_._.._;-_.___1.-.._,._.-_.i......t_.._. At 020 Construct SG trailer compound 5 5 03-Sep-24 09-Sep-24 Cgnstruci SG trplor coinitoatd At 000 Install erosion control measures 5 5 10-Sep-24 16-Sep-24 o Install elosion bontrd:meastlres A1010 Install perimeter construction fence 5 5 17-Sep-24 23-Sep-24 m:Install perimeter construction fence Al 030 Conduct necessary preconstruction meetings 1 1 24-Sep-24 24-Sep-24 Conduct neeessary!preeaistruction meglMgs '- r1 Dbmoktibn — -- — — — - - A1040 Demolish existing roadway and site elements 10 10 31-Dec-24 14-Jan-25 t� Demolish existing roadway and site elements Heritage Crossing Heritage Crossing; Earthwork Ol}Oct-2a �r i !�►EirOw+ajk AtI150 Rough grade Heritage Crossing area 5 5 09-Oct-24 15-Oct-24 : m grade F(erkags?Crosgkg abga Utilities '... 45 45 25-Sep-24 Zti-Nov �I�T1 Utwes ---•------ -- ---- ---- --- -- - --- --- -- Storm 12 12 16-Oct-24 31-Oct- �►Storm A1060 Install box culvert and associated headwalls at Heritage Crossing 10 10 16-0ct-24 29-Oct-24 to: Install box covert and astfoelatil hew4vaN al Hertel Cr*kv j A1010 Install temporary culvert at Harrell Pkwy tie in 2 2 30-Oct-24 31-Oct-24 1 Instal temporaryelsvertatHarrelPk"tie n: Water 15 16 25-Sep-24 15.Oct- ��Yyater Water LneA 15 15 25-Sep-24 15-Oct-24 Vili-Ir_ Water Line A1080 Install WL Aand associated hydrants and meters 10 10 25-Sep-24 08-Oct-24 C Install WUAand associated hydreMs:and maters A1090 Test WL A and close out applicable inspections 5 5 09-0ct-24 15-0ct-24 m TBst Wl�A and close opt applicable inspections Electrical 30 ea..... T/Electrical A1100 Install electncal and communications raceways 10 10 16-OC1-24 29-Oct-24 0 Install electrical and communications racewayd A1110 FPF light pole bases 5 5 3G-Oct-24 05-Nov-2am FPF light pole bases ..i. .{.. .'t'_ All 20 Pull wire 5 5 06-1 12-Nov-24 m Ppl wire; M130 Frect light poles 5 5 13-1 19-Nov-24 m Erect 14ht poles A1140 Make up electrical connections and test fixtures 5 5 20-1 26-1 a;Make',up electrical connections and testfixtures Road Constructi Construction A1150 Lme treat subgrade at Heritage Crossing o 01-Nov-24 07-Nov 24 b Lima treat:subgrade at Heritage Cross' ;_ ------ A1160 Install road base and fine grade at Heritage Crossing 5 5 08-Nov-24 14-Nov-24 m Instal baled bass and fine grade at Herifag0 Crossing A1170 FPF cub and gutter at Heritage Crossing 5 5 15-Nov-24 21-Nov-24 m FPF cob and gutter at Heritage Criossing: A1180 FPF concrete approach 5 5 22-Nov-24 02-Dec-24 C FPF:concrdte approach: A1190 Appy tack coat and pave first lift of asphalt 2 2 03-Dec-24 04-Dec-24 ? Apply tack coal and pave first lift of asphak A1200 Open HC for bypass to commence remainder of 3A.1 scope of work 1 1 31 30-Dec-24 i Open HC*bypass to commence ren iainder of 30.1 scopliofwojk :...... ............... - --- - --- — -- -------- --- - -- -- --- ; 18 -72-Nov-24 19-Dec- � �T Concrete � � � - - � �- -..18 18 22-1 19-Dec T►sideaka S Paths A1210 Prep subgrade for SUP at Heritage Crossing 5 5 22-Nov-24 02-Dec-24 ! 1 : r=5 Prep subgrode fot SUP At Heritage Crib sing: A1220 FPF SUP at Heritage Crossing 10 10 03-D--24 16-Dec-24 'o PPF SUP at Heritage:Crossing Start Date: 03-Sep-24 w Actual Work ♦ ♦Milestone Actual Level of Effort CORR OSP-3 A Harrell Parkway Finish Date. 23-Jan-26 — Remaining Work Summary .WBS Layout-All Activities Data Date: 02-Sep-24 — Critical Remaining Work stttttttttttttr. Level of Effort Page 1 of 5 Run Date: 19-Jun-24 Activity ID Activity Name Orig Rem stwt Finish Otr 3,2024Qtr 4,2024Qtr 1,2025Qtr 2,2025Ctr 3,2026Qtr 4,2025Qtr 1,2026 Dur Dur Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug SAM,V4ov Dec Jan Feb ir A1230 Wreck forms and clean area at Heritage Crossing 3 3 17-Dec-24 19-Dec-24 a ::neck forrtls and tiger area at Hill Crossklg .. Irrigation 5. 20-Dec-24 W.Landscaping and16 ._ .. .. 7 - _ I L 5 20-Dec-24 27-ONJIM, 1/Llndadapmg A1240 Fine grade landscaping area and seed at Heritage Crossing 5 5 20-Dec-24 27-0ec-24 W:File grade landscaping area ano seed at Heritage Crossing: . and Signage - Dec-24 06-Dec-24 Strang grid SgnageI, I, A1250 Temporary striping for new roadway 1 1 05-Dec-24 05-Dec-24 r Terapuraryl striping for nbw ma"ay I ------l------ _. _{__ _.l_. Al260 Install roadway signage 2 2 05-Dec-24 06-Dec-24 ;■ Install roadway signage; Harrel I Parkway and Lakeview Parking Hamel 180 180 15-Jan-25 26-Sep- ;Ewtviiiiierk A1840 Rough grade for all retaining walls,MSE walls,Ped underpass.Ped bridge,and culverts 15 15 15-Jan-25 04-Feb-25 e:S Roogh gnijde for 0 retaining walls,M$E wall,,ped Wnderposs,ped bridge.and;culvert A2220 Cut/Fill entirety of Harrell Pkwy,Sports Capital Crossing and Lakeview Parking for 3A.1 scope 15 15 19-Jun-25 10-Jul-25 i Cut/Fit antire"if Harrell Pkwy,Sports Capital Cr0 ._......................... - A1850 Fine grade entire Harrell Parkway,Sports Capital Crossing and Lakeview Paring n 3A1 Scope out 10 10 15-Sep-75 26-Sep-25 j j � j j j j j j j � o�Fine grade ejntire Harrell Parkway, 3 STA59+25.00-65+00 0 0 STA 65+00-70+50 - 0 g 1 STA 70+50-76+00 °. y..,': 0 0 — STA 76+00-81+500 0 — STA 81+50-87+00 - 0 0 i STA 87+00-91+50 0 0 ' STA 91+50-97+00 0 0 .. ,,. STA97+00-102+48.00 00 V5 235 15-Jan-25 16-Dee' limn 1 25 25 15-Jan-25 18-Feb- ry A1810 Install 15"W W fin and associated structures 15 15 15-Jan-25 04-Feb-25 o Instal 15'W W its and iasocbted aCuchres A1820 Implement W W bypass system and complete W W tie ins to existing structures 5 5 05-Feb-25 11-Feb-25 o Ilppbmsj t W W:bypaaj systeJn and complgte WWF tie Ins:to ed9ting stir cd reit A1630 Perform testing and close out necessary inspections 5 5 12-Feb-25 18-Feb-25 1 o Perforrh testi'Ip and Close out necessary1mit—tons 80 90 19-Feb-26 25-Jun-25 Storm _---------------------------y...__- ------------_.._..:_..._:___.-,.___-_.--_-_ ------------------_-_--- A1320 _____ .. ._ :_. A1320 Install storm IileA and associated structures 15 15 19-Feb-25 11-Mar-25 C Instal storm find and associated structurds A1330 Install storm Ine B and associated structures 5 5 12-Mar-25 18-Mar-25 o Install storm line B and associated etructufes A1350 Install culverts,headwalls,and rip rap at SUP STA234+33 10 10 19-Mar-25 01-Apr-25 d Install culverts,headwalit,and rip rap st SUPSTA234+33 A1360 Install culverts and headwalls at STA61+33 10 10 02-Apr-25 15-Apr-25 o Install col arts and headwalls at STA61+3$ A1370 Install culverts,headwalls,and rip rap at STA 65+57 10 10 16-Apr-25 29-Apr-25 rte; Instal culvelts,headwalls:and no rap er STA"7 A2410 Install culverts,headwalls,and rip rap at STA 66+5310 10 30-Apr-25 13-May-25 P Install culverts,headwalls,and rip rap at STA 86+93 A2420 Install culverts,headwalls,and rip rap at STA 90+54 10 10 14-May-25 28-May-25 rel Instal culverts,headwalls;and no rap al STA 90+54 j A2430 Install culverts,headwalls,and rip rap at STA 95+22 15 15 29-May-25 18-Jun-25 n== Ihstel culverts:headi#aNs,and rip rap at STA 95+22 A1340 Install trench drain and associated piping at pedestrian underpass 5 5 19-Jun-25 25-Juni 0 Instaltrench;dran and associated piping at pedestrian 130 130 15-Jan-25 1T' Water _ _ . .. ---�------ -----`-----'------`--'--'--------------------`--- ------ A21 -- - -- - -- --- - - --"---- ---' - 5 80 Install anxiety 018"W L B from H-ST 10+50-50+45 70 70 15-Jan-25 22-Apr-25 o :InstaN entire of 8"WL Bf N-eA 1 A2190 Install entirety of 8"W L C fro m+/-STA 10+00-11+95 5 5 23-Apr-25 29-Apr-25 0; Install en6ety of 8'W L C Mm+1-STA 10+00;11+95: A2200 Install entirety of 8"W L D tom+/-STA 10+00-11+21 5 5 30-Apr-25 06-May-25 p Install entirety of 8"W L D tomyf STA 10+00-11+21 A2210 Install entirety of 8"WL E from+l-STA 10+00-11+47 5 5 07-May-25 13-May-25 o Install entirety of 6"W 4 Efran M-SI;A 10+Q0-1147 A2230 Install entirety of 8"WL F from M-STA 10+00-10+47 5 5 14-MW25 20-May-25 : t o Install entirety,.of W WL F frim+F STA 10+00-10+47 ___.}..... ........... ------f-------_.-_..1_.. ----------- A2250 Install entirety of 6"W L Afrom«/-STA 10+00-11.00 5 5 21-May-25 28-May25 of Instal enbr*of 8'rIVLA*om M�,STA 1Qr00- 1+00 j A2260 Install entirety of 6"W L Efrain+l-STA 10+00-11+03 5 5 29-May-25 04-Jun-25 O Install enteety of 6"W L Bfmm 41-9TA10+00:11+03 A2270 Install entirety of6"WLC tom+/-STA10+00-10+27 5 5 05-Jun-25 11-Jun-25 o Install entiretyof,6'W4C trorll+F STA 10+Q0-10x27 A2280 Install entirety of 6"W L D tom+/-STA 10+00-11+05 5 5 12-Jun-25 18-Jun-25 o Install entirety of 6"WL D tom+/-STA 10400-11+05 A2290 Install restraints and steel casing at reuse line A from+1-STA 10+20-10+75 5 5 19-Jun-25 25-Jun-25 :Instal and steel casing r I' + ___ eel as g al eusa line A horn A2300 Install restraints and steel casing at reuse line B from+/_ -... .....}..... ......1_.___ --- � ... ..................{.._..o----- -----rants a.... ----- ---- - ---.; STA 10+21-10+91 5 5 26-Jun-25 02-JuF25 Instal rest and stsgl caging at reVse fine,B hon11 A2310 Install entirety of 12"reuse line A from+/-STA 10+00-11+50 5 5 03-Jul-25 10-Jul-25 Install enttety of:12"reuse IndA front+/-STA 110+010 A2320 Install entirety of 4"reuse line A from M-STA 10+00 -11+16 5 5 11-Jul-25 17-Jul-25 o Ipstall etltirety of 4"reuse TingA from+/-SfA 1 .,Electrical 110 +10 114151-25 isaam Eaecftell A2330 Install electrical and communication raceways,bores,and pull strings from+/-STA 58+00-69+00 20 20 11-Ju1-25 07-Aug-25 o Irs+al eleGtrieel 4nld corjnmurlicelton recewa ys __.._ ------------_------_------_______-----:.._...:.-----------.------ A2340 Install electrical and communication raceways,boxes,and pull strings from H-STA 69+00-87+00 20 20 08-Aug-25 05-Sep-25 : r� Install electrical and corim unicCiton ra Start Date. 03-Sep-24 — Actual Work ♦ ♦Milestone Actual Level of Effort Co RR OSP-3 A Harrell Parkway Finish Date: 23-Jan-26 — Remaining Work Viegaiga►Summary WBS Layout-All Activities Data Date: 02-Sep-24 Critical Remaining Work s Level of Effort Page 2 of 5 ' • r Run Date: 19-Jun-24 Activity 10 Activity Name Ong Rem Start Finish Qtr 3,2024 Qtr 4,2024 Qtr 1,2025 Otr 2,2025 Qtr 3,2025 Qtr4,2025 Qtr 1,2026 Dur Dur Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb ir A2350 Install electrical and communication raceways,hoses,and pull strings from+/-STA 87+00-102+00 20 20 OB-Sep-25 03-Oct-25 Instal electrical and communloa' A2360 Install all light pole bases for entirety of Harrell Parkway and Lakeview Parking for 3A1 20 20 06-Oct-25 31-Oct-25 o Install all light polo bases'f A2370 Install all light poles for entirety of Harrell Parkway and Lakeview Parking for 3A.1 10 10 03-Nov-25 14-Nov-25 :o Install all'fight pxSles fof ISI A2380 Pull wire,makeup connections and test fixtures for entirety of Harrell Parkway and I akev ew parka 20 20 17-Nov-25 16-Dec-25 o Pull wY'4 mekq ----------------------- ___ - vh�(fl�dndseafinkigWaleandSeatW&b I Rau j MSE Wails 15 15 26-Mar-25 1 V�-I MSE WAIS - A239C Construct all MSE walls for 3A.1 15 15 26-Mar-25 15-Apt-25 b Construct all 145E wets for 3A1 Block Wails 70 § 41��Block Wails: C A2470 Construct all block retaining walls along west side of Harrell Parkway from+/-STA 71+00-75+00 20 20 19-Feb-25 18-Mar-25 c— ConsrUct all block retaining halls along west sidA of Hahel Patkway from+A ----------- --------------------------------- ---_ ___ - A2400 Construct all block retaining walls for pedestrian overpass bridge 70 70 19-Feb-25 28-May-25 Construct all block retaining wails for pedestrian overpass brii A2440 Construct all block retaining walls along east side of Harrell Parkway from+/-STA 97+50-101+50 15 15 19-Mar-25 08-Apr-25 CxmsUucf al blc sk retaining wigs along east side of Harrel Parkway frorr A2450 Set all limestone butter blocks along Harrell Parkway for entirety of 3A.1 5 5 09-Apr-25 15-Apr-25 o Slot all"IlDne butter blocks along Harrel Parkway for entirety of 3A1 Concrete Wails/Curbs 50 50 11-Jui-25 19-Sep-25 Concrete Wale/Curls A2480 Construct TY F3 curb wall from+/-SUP STA 240+00-241+78 15 15 11-Jul-25 31-Jul-25 —A Construct TY F3 urb well from ti-SUP STA2 ..:...... .....�..___1-_-___.____ _---._---.._.____.______ A2490 Construct TY F3 curb wall from+/-SUP STA 303+35-304+25 15 15 01-Aug-25 21-Aug-25 o 0onstroct TY:F3 cur¢wad lfom M%SUP A2500 Construct TY F3 curb wag from+/_SUP STA304+82-307+62 20 20 22-Aug-25 19-Sep-25 i Constroet TY F3 curb well fitom N; Bridges -- 02-jul Bridges Pedestrian Underpass Bridge - -- 35 OgDZ 25-Mar-25 Viambeal;Pedestrian Uroderpass Bridge A2050 Excavate and PF footings for underpass bridge Including wing wags 5 5 05-Feb-25 11-Fetr25 :0 Excavate and PF footings forlunderpass bridge kleluding,wing Wale A2070 Cure time for footings prior to setting bridge 5 5 12-Feb-25 18-Feb-25 j c Cure time for footings prior o setting bridge f .... 9 9 9 f 9e A2080 Set all bridge members including wing walls for underpass 10 10 19-Feb-25 04-Mar-25 set al bridge members including wing Walt fdr utd"s A2090 Watarpoofentrety of underpass bridge 5 5 05-Mar-25 11-Mar-25 :o Wpterprdofentrety of underpass bridge A2100 Install drainage piping and backfill underpass bridge 10 10 12-Mar-25 25-Mar-25 : uo:Install:draina$a piping and backfill;underpess brldpa Overpass Bridge :� .....:.._._,__....:.___ _ Ove--- BrpQs---:.............Pedestrian Ove s 105 eb-25 02-JuI-25 -_�,,-_--__;__-___,____________ __ Pedestrian Over _.. A2060 PF piers/foundations for overpass bridge 5 5 05-Feb-25 11-Feb-25 o PF plersfloundations for overpass bridge A2110 PF above grade columns 5 5 12-Feb-25 18-Feb-25 o pF above grade columns A2120 FPF abdutments for bridge 10 10 29-May-25 11-Jun-25 FRF abdlltmems for bridge A2130 Cure time for structural concrete for overpass bridge 5 5 12-Jun-25 18-Jun-25 a Cure time for structural concrete for overpass bridge A2140 Set overpass bridge 5 5 19-Jun-25 25-Jun-25 0:Set overpass bridge ...... ......}__________________ _.r_____;_.-_-_,_._ .__ _ A2150 PF concrete deck on overpass bridge 5 5 26-Jun-25 02-Jul-25 b PF Concrete deck;on overpass bridge -=—W 03-Oct-10 ;VEMOMMMOMMMV Road and 4akeviaw Parking A1860 Lime Stabiilae entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A1 scope 15 15 11-Jul-25 31-Jul-25 ear j UMIe.Stabrlie entire Harrell Parkway,Sports d A1870 Install base and fine grade entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 15 15 01-Aug-25 21-Aug-25 d Install base and fine grade entire Harrell P A1880 FPF cub and gutter at entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A 15 15 22-Aug-25 12-Sep-25 _ ------------------------------------------ Q FFF curb and gutter at entire Harrell _________________ ________ _ A1890 FPF approaches at entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A.1 s 10 10 15-Sep-25 26-Sep-25 o:FPF approaches at:enbre Harrell A1900 Pave entire Harrell Parkway,Sports Capital Crossing and Lakeview Parking in 3A.1 scope 5 5 29-Sep-25 03-0ct-25 O Pave entire Hartel Parkway,S -.. , STA59+2500-66+00 „:;��....�.... -:,,,.�;W...,...�..,...;....,.:,:�...,-,.,..,»..�M,.«.,,�,.-„o... .. 0 0 STA65+00-701-50 d 0 STA 70+50-76+00 _ 0 0 ---------- __ _ __ _ __ _ ___ __ __ __ ___ .. .. STA 76+00-81+50 0 0j�.: STA81+50-87+00 �. 0 0 -.. S STA87+00-91+50 `^ �. 0 0 :� 1 o STA91+50-97+00 §>. 0 0 STA 97+00-102+48.00 0 0 ................O Guard Reil i 135 135 16 Apr ' 2 ............ ----------------- - m --:Guard Ral f ......------ 4 Metal Beam Guard F 15 15 061-Oct-25 2 :MeW Been Guard Fence; A2030 Install MRGF and end treatments from+/-STA 70+00-77+00 5 5 06-Oct-25 10-Oct-25 o lr Wil MBGF any end i&& A2160 Install MBGF and end treatments from+/-STA 80+00-81+50 5 5 13-Oct-25 17-Oct-25 o IOstd MRGF end end trestreI gg All 10 Install MBGF and end treatments from+/-STA 84+50-97+50 5 5 20-Oct-25 24-0ct-25 j j : : o:Instil MBGF;and egd q __________-------------..-.........__L____ --_--------------------------------- .__ _____________ _____ _____ ____ 65 Cast in Place Concrete Rag 16•Apr-25 06-May-25 _ ; ; ; ; V=/Calit M Pldce Cohcrelle Rail : A2040 Install cast in place rail from+I-STA 71+00-80+50 15 15 16-Apr-25 06-May-25 : ic=�a Insist east inplace rd Nom N=STA 74+00-00+501 Concrete _ _. -__ _ __._ -_ 16•Dec- I I f Concrete Start Date: 03-Sep-24 — Actual Work ♦ ♦Milestone r_ Actual Level of Effort CoRR OSP-3 A Harrell Parkway Finish Date: 23-Jan-26 — Remaining Work Vialeammii Summary .WBS Layout-All Activities Data Date: 02-Sep-24 w Critical Remaining Work ® Level of Effort Page 3 of 5 Run Date: 19-Jun-24 9 Numi Sidealks&Paths 80 ...2 -Aug- 16- ks&Path A1910 FPF sklewalk/SUP from+/-SUP STA230,00-232+50 , 5 22-Aug-25 28-Aug-25of FPF i1dwsk/SUPfrom+l-SUP:STA29 ........................ ......i..._. _. A1920 FPF sidewalk/SUP from-A SUP STA232+50-238+00 10 10 29-Aug-25 12-Sep-25 j j j o FPF sldgwak/SUP hqn+l-SUP STA A1930 FPF sidewalk/SUP from+/-SUP STA238+00-243+00 10 10 15-Sep-25 26-Sep-25 o FPF sidewalk/SUP from N•SUP A1940 FPF sidewalk/SUP from+/-SUP STA300+30-304+50 10 10 29-Sep-25 10-Oct-25 Q FP,F sidewalk/SUP trop+/-SU A1950 FPF sidewalk/SUP from+/-SUP STA304+50-309+50 10 10 13-Oct-25 24-Oct-25 o;FPF sidewaklSUPfrom+! A1960 FPF sidewalk/SUPfrom+/-SUP STA 309+50-315+00 10 10 27-Oct-25 07-Nov-25 Q FPFsidewalk/SUPfrom -------- ------------------`-----`-----�... ----.,.._.._r.--�'__-__'_. A1970 FPF sidewalk/SUP from+/-SUP STA315+00-319+50 10 10 10-Nov-25 21-Nov-25 o PPF siaewak%SUP6 A1980 FPF sidewalk/SUP from+/-SUP STA 22+00-26+73 10 10 24-Nov-25 09-Dec-25cin FPF sidewalk/SU A2240 FPF sidewalk/SUP from at Sports Captial Crossing 5 5 10-Dec-25 16-Dec-25 o FpF sidewak/S Misc.Concrete 0 0 Sand Irrigation so 60 27-Oct-25 23-Jan-26 ;Landac ............ -------_------�_._..�...... _..�.. .F.. 40 40 27-Oct-25 23-Dec-25 ��lrrlgatien A1990 Install all irrigation for work associated with 3A.1 Harrell Parkway and Lakeview Parking 40 40 27-00-25 23-Dec-25 cP===7== ;Install all irrga {{9 t 40 40 24-Nov-25 23-Jan-26 R��Landsc A2000 Install all landscaping for work associated with 3A.1 Harrell Parkway and Lakeview Parking 40 40 24-Nov-25 23-Jan-26 0 Installa i Site Furnishings/Misc 10 10' 02-Jao-28 r1 Site Furnish Site Furnishings « 0 0 Misc.Metals 10 10 17-Dec-2502-Dao- - - -• -•:.• .;.. V-►Mise.Meta Handrails 10 10 11-Dec-25 02-Jan-26 Vmmr Handrails A2460 Install all pedestrian handrail/guardrail for entirety of 3A.1 10 10 17-Dec-25 02-Jan-26 q Install all pe r ,8►1d,$( 5 5 06-Oct-25 10.0ct-25 'A SNiping and Signage A2010 Stripe entire Harrell Parkway and Lakeview Parking associated with 3A.1 5 5 06-Oct-25 10-0ct-25 Stripe entire Harrell Parkway 5 A2020 Install all signage associated with Harrell Parkway and Lakeview Parking for 3A.1 5 5 06-Oct-25 10-Oct-25 o Install all sgnago associated w Apex Fields and Parking FW&:: d Pqrking --- ;Eartltvjork A1270 Rough grade perimeter of frets to accommodate footing and backfill needs for bock retaining walls 10 10 03-Sep-24 16-Sep-24 Bough grade perimeter of feW to accommodate ipotirtg and bsGkN ngeds lot block;reteitng wally ....._.... ........ .............................................................................. ------ .. .... . : - A1540 Rough grade parking lot,west road and east driveway 10 10 29-Oct-24 11-Nov-24 b Rough grade parking let,west road And ea*t driveway A1280 Rough grade fields 10 10 26-Nov-24 11-Dec-24 Q Rough grade fields A1290 Complete field grading after retaining wall construction 10 10 10-Feb-25 21-Fab-25 0'Complete field grading after retaining wakonstntction' A1550 Backfill and fine grade behind retaining walls and parking lot 10 10 10-Fab-25 21-Feb-25 o Backfil and fine grade behind retaining walls and parking lot ' Utilities .. - 160 160 17-Sep-24 02-May- Utlll(es .... -'. -f------`--- ......------r-----'.__.._f__- -' ...... -- - Storm 115 115 17-Sap-24 28-Feb- Storrh --if.. .'---- A1380 Install storm Ina C and associated structures 20 20 17-Sep-24 14-Oct-24 4 Install storm line C and associated atrUclure5 1 A1390 Install storm line D and associated structures 10 10 12-Nov-24 25-Nov-24 0 Instali,storm line D and associated sb-Wtw A1400 Install storm line E and associated structures 10 10 26-Nov-24 it-Dec-24 o Instal atom Ina E and:assoclated structurAs A1300 Install he F and A130 Install train hrm id an and piping associatedstructures east snide of Apex Fields 5 5 13-Jan-25 17-Jan-25 ° I tall---p- l trenchna F drain: j tlie6'leal„". ;. � :- 12-Nov-24 02-May-25 ----�- ----�-' Electrical A1420 piping aking east side 6fApex•FbWs: 1 , � � 24-Feb-25 18-Feb-25 d Instal . ...-.�. "� aY- � Vit& 1 1 A1420 Install electrical raceways and pole bases for Apex Fields parking let 15 15 12-Nov-24 04-Dec-24 c== Instal electrical raceways and pole bases for.Apex Fields parking let A1430 Construct electrical rack and panels at Apex Fields parking let 10 10 05-Dec-24 18-Dec-24 o Construct electrical rack and panels alApex Fields parking let: A1440 Pull wire at Apex Fields parking let 10 10 19-Det-24 03-Jan-25 c= Pull wire al Apex Fields earking;dot ---------- ---- ------0•-----;_ `o_Er',___-__,__-__;__ .-__-_-._..;..----_-- -- __ - __ --. _ A1460 Erect light poles at Apex Fields parking lel 5 5 06-Jan-25 10-Jan-25 act fight edea at Apex Fields parking let A1480 Makeup connections and lest fixtures at Apex Fields parking let 5 5 13-Jan-25 17-Jan-25 o Make up conrtectione and test fixtures all Fields perking IQt A1410 Install electrical raceways and pole bases for Apex Fields 15 15 24-Feb-25 14-Mar-25 C Install eloctricatraceways and pole bases fbr Ape*FMldll A1450 Pull wire at Apex Fields 15 15 17-Mar-25 04-Apr-25 r= PuY;wle a(Apex Itlelds A1470 Erect light poles at Apex Fields 10 10 07-Apr-25 18-Apr-25 :o Erect r�lit polls at Apex Fl"s A1490 Make up connections and test fixtures at Apex Fields 10 10 21-Apr-25 02-May-25 q Make up connections and test fbdtues stApslt Folds; ,tis and Seat Walls. -_— Retaning�Wals and Seet Wals A1500 Construct north retaining wal at Apex Fields including french drain and gravel backfill 30 30 17-Sep-24 28-Oct-24 tb Construct north retaining wall at Apex Fields including':frencti drain and gravel baokfi A1510 Construct west retaining wall at Apex Fields including french drain and gravel backfill 20 20 29-Oct-24 25-Nov-24 Construct west retaining wall elApex Fields including french drain and gravel backfill Start Date- 03-Sep-24 — Actual Work ♦ ♦Milestone Actual Level of Effort CoRR OSP-3 A Harrell Parkway Finish Dale: 23-Jan-26 — Remaining Work ��Summary Data Date: 02-Sep-24 .WBS Layout-All Activities r Critical Remaining Work Level of EffortPage 4 of 5 Run Date: 19-Jun-24 Airthifty ID Activity Name Orig Rem Start Finish Qtr 3,2024Qtr 4,2024Qtr 1,2025Qtr 2,2025Otr 3,2025Qtr 4,2025Qtr 1,2026 OctOur Dur Jul Aug Sep DecOctDec Jan Feb Construct south retaining wall at Apex Fields including french drain and gravel backfill 30 30 26-Nov-24 10-Jan-25Cenatruet south retaining waft at Apex Fields Including french drain andlgravel backlit A1530 Construct east retaining wall at Apex Fields including french drain and gravel backfill 20 20 13-Jan-25 07-Feb-25 1� Canatnlcl east reteinir4 wail et Apex Fields includinp frena drain and gravel beekli V-7--v Parking,Lot and Driveway A1560 Lima stabilize parking lot,west road and east driveway 15 15 12-Dec-24 03-Jan-25 Line stabilize parking lot;west toad and eastdriv" A1570 Install and fine grade base material at parking lot,west road and east driveway 10 10 06-Jan-25 17-Jan-25 :o Instal and fine�grade tease rpateridat pari lot;west road and east Erivewpy A1580 FPF curb and gutter at parking lot,west road and east driveway 10 10 20-Jan-25 31-Jan-25 1 c= FPF curb and gutter at parking lot,weI road land east driveway A1590 FPF concrete approach at parking lot driveway connection to HP 5 5 03-Feb-25 07-Feb-25o FRF cone r r pp p g y rete approach at parking lot driveway connection to HP, A1600 Appy tack coat and pave parking lot,west road and east driveway 3 3 10-Feb-25 12-Feb-25 a Appy tack coat and pave parking lot,west Toed and seal driveway - 77 13-F.I Concrete 77 13-Feb•71y Sideaks&Paft A1610 FPF sidewalks,ramps,and landings at parking lot 15 15 13-F ob-25 05-Mar-25 : ; : : c=1 FPF sidwAsks,ramps,and WldYlga at parkiI lot : 1 A1820 FPF ramps,landings,and stairs at north end of Apex Fields 10 10 24-Feb-25 07-Mar-25 4 FPF ramps,lendkl s,end stairs at ngrtll end ofAlpeclFleft A1630 FPF sidewalks at north side of Apex Fields 10 10 10-Mar-25 21-Mar-25 : o FPF soewaks at noith side of Apex Fields A1640 FPF sidewalks at west side of Apex Fields 10 10 24-Mar-25 04-Apr-25 4 FPF sidewalks at:west side ofApex Fields A1660 FPF sidewalks at south side of Apex Fields 10 10 07-Apr-25 18-Apr-25 0 PPF sidewakli at south side,of Apex Fieldg A1670 FPF ramp and landing at south side of Apex Fields 10 10 21-Apr-25 02-May-25 d FPF:ramp end lending at'south tide of Apex Fields .._;._---• ...._}...........:------}.._...------------^------;----- _._ .--- :_. -> - A1650 FPF sidewalks west of wast retaining wall of Apex Fields 10 10 05-May-25 16-May-25 :o FPF sidewalks west of west retaining wall of Apex Fields; A1680 FPF sbewalks south of south retaining wall of Apex Fields 10 10 19-May-25 02-Jun-25 j c=# FPF sidewalks south of south retaining wall of Apex Heide LarWtaping and 90 81Jur 25Landscaping and Ifngetiofl Irrigation - :, 75 24-Feb-25 09-Jun-25 Irrigation: At 760 Install irrigation at Apex Fields 15 15 24-Feb-25 14-Mar-25 c=3 Inslallirrlgationat Apsi Fields ......._..{......;......___._�-____;_.._.;..__,.._.. _. .. ---------------------------------- Al _-_ .._ -_ _-_ At 140 Install Irrigation at parking lot 10 10 06-Mar-25 19-Mar-25 o Instal irrigation at parking lot Al/50 Install irrigation at perimeter o(Apex Fields outside of retaining walls 15 15 19-May-25 09-Jun25 Inatall irritation at perUrieter of Apex relds oldslde of retain Landscaping ' ''-75 75 17-Mar-25 30-Juni Landscaping A1730 Install top soil and sod at Apex Fields 20 20 17-Mar-25 11-Apr-25 r� Install toe soil aAd sod at Apei Fields A1690 Install plantings,gravel,mulch,boulders,etc.at parking lot 15 15 20-Mar-25 09-Apr-25 4 Install plantings,8raI mulch;boulders,etc.at parking 0____ ____ ____ A1700 Install sal at parking lot 5 5 10-Apr-25 16-Apr-25 : o Instal spd at parking lot A1710 Install plantings,gravel,mulch,boulders,etc.north of north retaining wall of Apex Fields 10 10 10-Jun-25 23-Jun-25 o Instalilentirl$s,graiel,ml/ch,boledars,aNe.ndrlh offit A1720 Install sod at perimeter of Apex Fields outside of retaining walls 5 5 24-Jun-25 30-Jun-25 o Install sod§t perlrjeter ofApex 0,hft trjblde of retain Site FumisMngeI ME, --- : Site Furhishingb I Mist. �_ Side Furnishings : Misc.Metals - '`'' ._10- 110 �---vlWan-2'�i i6Jrei ----- : : MIsc.Metals m Handrails 10 10 03-Jun-25 16-Jun-25 Handrails 1aa A1790 Install handrails/guardrails at ramps,landings,and stairs at north and south side of Apex Fields 10 10 03-Jun-25 16-Jun-25 j jo Install handrals/guerdfeAs at:ramps;landings,and stars Fencing 20 20 13-Jan-25 07-Feb-25 VNN!W Fencing At 800 Install fencing around perimeter of Apex Fields 20 20 13-Jan-25 07-Feb-25 Imetal fencing around orineteir of Apex Fields - W Striping and Signage 11770 Stripa parking lot and driveway from HP 5 5 13-Feb-25 19-Feb-25 : o Stripe Marking lot and driveway frdn HP A1780 Install signage and wheel stops 5 5 13-Feb-25 19-Feb-25 a Install signage and Wheel stops 3A.2-Harrell Parkway Harrell Parkway Bridge ------ Close Out o 0 Start Date: 03-Sep-24 — Acfuel Work ♦ ♦Milestone Actual Level of Effort CoRR OSP-3 A Harrell Parkway Finish Date:23-Jan-26 — Remaining Work X17 Summary �i WBS Layout-All Activities Data Date: 02-Sep-24 r Critical Remaining Work — Level of Effort Page 5 of 5 a Run Date: 19-Jun-24 g 4W - PROCUREMENT PACKAGE STRATEGY t 1 �" S awGlass p Providing Absolute Best Construction Bid Proposal Package Strategy City of Round Rock - Old Settler's Park Build Out Package 3A.1 - Harrell Parkway Realignment 100% CD Drawings 3300 E Palm Valley Blvd Round Rock, TX 78665 Long Lead Time Equipment and Material The prefabricated pedestrian bridge and underpass both have a long lead time of 6-9 months. In order to help mitigate this lead time, SpawGlass has issued purchase orders to both vendors to release the bridge now via our preconstruction agreement, so as to support the construction schedule. Construction Document Packages It is tentatively anticipated that multiple packages will be required to satisfy material procurement and drawings development. This includes: • Bid Package I - Package 3A.1 portion • Bid Package II - Package 3A.2 portion • Bid Package III - Package 3A.3 portion Proposal Package Strategy The project will be advertised for proposals from suppliers, subcontractors, and vendors for all major features of work. Proposals shall be received via mail, email, courier, or hand delivered from subcontractors and suppliers. Any addendums that may be required will be issued one week prior to receiving proposals. The respondents will be evaluated on the subcontractors' ability to perform the work. Subcontractors will be recommended based on their company's personnel and corporate qualifications. SpawGlass will recommend the best value supplier and/or subcontractor to the Owner for concurrence prior to negotiating their contract. est 4 l� SpawGlass Contractors, Inc. 1111 Smith Road Austin, TX 78785 512-719-5251 www.SpawGlass.com Connect with us today! In, x CO 11 _,