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Contract - BGE, Inc. - 2/8/2024 STATE OF TEXAS § COUNTY OF WILLIAMSON § SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES FIRM: BGE, INC. ("Engineer") ADDRESS: 101 W. Louis Henna Boulevard, Suite 400,Austin, TX 78728 PROJECT: SH 29 Raw Water Line Relocation (IH 35 to Wolf Ranch Parkway) This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City"and BGE, Inc.,hereinafter called the "Engineer." WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract," on the 6th day of October, 2021for the SH 29 Raw Water Line Relocation (11-135 to Wolf Ranch Parkway) Project in the amount.of$31,550.00; and WHEREAS,it has become necessary to amend the Contract to modify the provisions for the scope of services and to increase the compensation by $250,943.93 to a total of$282,493.93; NOW THEREFORE,premises considered, the City and the Engineer agree that said Contract is amended as follows: 1. Article 1, City Services and Exhibit A, City Services shall be amended as set forth in the attached Addendum To Exhibit A. II. Article 2, En ing_ eering Services and Exhibit B. Engineering Services shall be amended as set forth in the attached Addendum to Exhibit B. Exhibit C, Work Schedule shall be amended as set forth in the attached Addendum to Exhibit C. III. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by $250,943.93 the maximum amount payable under the Contract for a total of$282,493.93,as shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOF,the City and the Engineer have executed this Supplemental Contract in duplicate. Supplemental Contract Rev.06/16 0199.202330;4867-0278-7486 84275 1 aba�-��� BGE,INC. : BY Brian D. Rice 1/17/2024 Date Supplemental Contract Rev.06/16 0199.202330;4867-0278-7486 84275 2 CITY OF ROUND ROCK APPROVED AS TO FORM: By: Craig M gan,Vayor gf-ep'Wadfe L. Sandre, City Attorney ©a o j Date Supplemental Contract Rev.06/16 0199.202330;4867-0278-7486 84275 3 SH 29 Raw Water Line Relocation City of Round Rock Engineering Design Services Exhibit A Services to be Provided by City January 8,2024 ADDENDUM TO EXHIBIT A- CITY SERVICES • City of Round Rock will provide all available record drawings for the pipeline and associated documents to the Engineer, as needed. • City of Round Rock will facilitate discussions with the City of Georgetown and TOOT, as needed. • City of Round Rock will provide any records available which would assist in the completion of the project development. • City of Round Rock will provide timely reviews and decisions necessary to maintain the project work schedule. SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8,2024 ADDENDUM TO EXHIBIT B—ENGINEERING SERVICES Project Background The Texas Department of Transportation (TxDOT) has developed 30% plans for the proposed roadway widening project, known as the State Highway Improvement-SH 29(Project). The City of Round Rock(City) has received subsurface utility identifying the existing 30" raw waterline as a conflict with the proposed improvements within the project's limits of construction.The City's request for professional services proposal includes investigating and designing the relocation of the following water facilities within the limits of the Project(unless otherwise noted): Water Infrastructure • Abandon and relocate approximately 2,880' LF of 30" raw waterline, including the air release valve, from Sta 155+50 to 184+50. Scope of Services The following Scope of Services is proposed for the completion of the Project. It is assumed the water line design will be bid and constructed before the roadway plans. The various tasks and deliverables are to be performed and submitted in accordance with the Project's approved schedule. 1. Project Management and Meetings a. Project Management: All communication and submittals to the City will be directed through the team's Project Manager unless specifically authorized otherwise. The project management activities shall include task leadership and direction, telephone and written communication, project updates and status reports, project schedule, and personnel and data management along with other general project management activities. b. Meetings and Site Visits: BGE to provide agendas & meeting minutes. Meetings will include submittal discussions, schedule updates, and overall project coordination. Three (3) 2-hour site visits during design are included in this task. It is assumed that Project design and bidding will occur over a 7-month period with a periodic 1-hour coordination meeting with Utility staff. Meetings will also be held with TxDOT and their roadway design consultants. Coordination with other utilities, including dry utilities, are included as necessary during design and construction. Additional meetings may be held during bid-phase and construction phase services, as defined below, 2. 30% Design BGE will complete the 30% design submittal, which includes the following: a. Regulations research, background conflict research, and minimum design guidelines to be reflected in the 30% design phase deliverable. Determine horizontal pipeline alignment. b. Preparation of 30% plans showing plan view only. c. Deliverables i. 30% Drawings showing plan view only. 1 PDF for CORR. 3. 60% Design BGE will complete the 60%design submittal, which includes the following: 1 SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8,2024 a. Regulations research, background conflict research, and minimum design guidelines to be reflected in the 60% design phase deliverable. Determine horizontal and vertical pipeline alignment(s) - Includes preparation of overall water plan showing proposed alignment and associated appurtenances (valves, etc.). b. Preparation of plan sheets and notes. It is assumed that the compilation of the City's standard water details will be included in the construction documents, as necessary. It is assumed that the Project will include the City's general standard notes, which will not be amended by the Engineer for this Project. c. Develop 60%Opinion of Probable Construction (+l-20%). d. Quality control and assurance, will be conducted for all deliverables prior to final submittal to the City. e. Develop revised 60% submittals for TxDOT review and hold review meeting with TxDOT. f. Deliverables i. 60% Engineering Plans. 1 PDF each for CORR and TxDOT. ii. 60% OPCC. 1 PDF. iii. One (1)written response to 60% comments and submittal update. 4. 90% Design BGE will complete the 90%design submittal, which includes the following: a. Preparation of plan sheets and notes. It is assumed that the compilation of City's standard water details will be included in the construction documents, as necessary. Similarly, it is assumed that the Project will include the City's general standard notes, which will not be amended by the Engineer for this Project. b. Project technical specifications—compile, review, and produce project technical specifications. c. Front-end contract requirements—City front end documents will be used for the bid package. d. Preparation of a 90% Opinion of Probable Construction Cost(+/-20%). e. Quality control and assurance, per the pre-approved QA/QC plan, will be conducted for all deliverables prior to final submittal to the City. f. Develop revised 90% submittals for TxDOT review, including traffic control plans, and hold review meeting with TxDOT. g. Deliverables i. 90% Engineering Plans. 1 PDF each for CORR and TxDOT. ii. 90% OPCC. 1 — PDF. iii. 90%Specifications. 1 — PDF. iv. One (1)written response to 90% comments and submittal update. 5. 100% Design BGE will complete the 100% submittal, which includes the following: a. Address 90% comments and finalize engineering drawings and Project specifications; to include City-provided standard technical specifications. BGE to provide any additional needed specifications. b. Obtain City approval and clearance of final comments. c. Develop 100% OPCC (+/- 10%). 2 SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8,2024 d. Quality control and assurance will be conducted for all deliverables prior to final submittal to the City. e. Develop revised 100% submittals for TxDOT review, including traffic control plans, and hold review meeting with TxDOT. f. Deliverables i. 100% Signed and Sealed Engineering Plans. 1 PDF each for CORR and TxDOT. ii. 100% Specifications. 1 —PDF. iii. One (1)written response to 100% comments and submittal update. iv. TxDOT RULIS permit. 6. Subsurface Utility Engineering BGE's subconsultant, TRG will perform SUE services for this project in general accordance with the recommended practices and procedures described in ASCE publication ASCE/UESI/CI 38-22 "Standard Guideline for Investigating and Documenting Existing Utilities SUE Quality Level definitions and data limitations are included in Exhibit C, attached to this proposal. The scope of this proposal includes QLB and QLA SUE services to include: In general, QLB SUE services are requested within the limits of the SH29 Raw Waterline project as shown in red on Exhibit D (fee spreadsheet). TRG is being requested to provide QLB SUE for approximately 340' on either end of the proposed raw waterline. The following areas are specifically excluded from the scope of work of this proposal: private property. TRG has made the following assumptions for the QLB SUE Services on this project: • TRG will attempt to designate the following utilities within this area: potable water, reclaimed water, chilled water, natural gas/crude oil/refined product pipelines, communication duct banks, fiber optic, cable television, telephone, traffic signal cables, street lighting, TxDOT CTMS cables, and electric. • Wastewater and storm drain facilities will be inverted at manholes and will be depicted as QLC information. • TRG will attempt to designate utility service lines, however, because these lines are often non-conductive and not shown on records TRG cannot guarantee all service lines will be included in the final deliverables. The following facilities/items are specifically excluded from the scope of work of this proposal: overhead utilities, private service lines, irrigation lines. • TRG will attempt to provide Electronic Depth readings calculated by TRG's geophysical equipment. If Electronic Depth readings can be obtained, they will be provided every 50 feet. However, due to the inconsistency with Electronic Depth readings, TRG cannot guarantee the accuracy of the information. Data will be provided for informational purposes only. This proposal also includes up to nine (9)QLA SUE test holes at locations that will be provided by the Client following a review of the QLB SUE information. TRG has made the following assumptions related to test hole excavations on this project: • Test holes will be excavated using vacuum excavation equipment. 3 SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8, 2024 • All test holes will be accessible to truck/trailer-mounted vacuum excavation equipment. Any improvements required to access test hole locations (clearing, grading, mat installation, etc.)will be provided by others at no cost to TRG). • Right-Of-Way(ROW) permits from the City of Georgetown (City) and/or the Texas Department of Transportation (TxDOT)will be required. TRG will obtain all required permits and ensure that coordination and compliance with the City is provided. • Designed traffic control plans will not be required. • Traffic control measures will be required. TRG will acquire the services of a qualified Maintenance- Of-Traffic(MOT) Subcontractor and ensure that adequate traffic control is provided. • The following items are specifically excluded from this scope of work:flowable fill for backfill of test holes,full-section pavement repair(including sidewalks) • Due to the risk of damage, TRG will not attempt to probe or excavate test holes on AC water lines unless approval is obtained from the owner in advance. • Excavation in rock, or to a depth greater than 18 feet, is considered beyond the scope of this proposal. • The survey of SUE field markings and test hole locations is also included in this scope of work. Deliverables TRG will provide the following as a final deliverable: • A utility file in CAD format depicting all SUE data documented on the project. • A summary sheet of all test hole coordinate data and depth information. • 8.5"x 11"Test Hole Data Forms for all test hole locations completed. These forms will be signed and sealed by a Professional Engineer and delivered to the Client in electronic PDF form. • 11"x 17" SUE Plan Sheets depicting all SUE data documented on the project. These plans will be signed and sealed by a Professional Engineer and delivered to the Client in electronic PDF form. A Utility Report containing metadata (e.g. scope of work, work limits, dates of performance, survey control, etc.), information about the Utility Investigation not otherwise conveyed in other project deliverables, and recommendations to address data deficiencies. 7. Geotechnical Investigation BGE's subconsultant, Balcones Geotechnical,will perform the geotechnical investigation for the project. The geotechnical investigation and report for this project will include field, laboratory, and engineering phases. The following sections of this proposal include the scope of our services in three study phases, a cost estimate, an estimated schedule, and proposed terms and conditions. Field Investigation Based on geologic mapping and area experience, the project site is likely underlain by surficial clay remnants and limestone of the Edwards and Comanche Peak formations. Based on our understanding of the proposed construction, we propose the following drilling scope. A Plan showing the proposed boring locations is shown in Exhibit D (Fee Spreadsheet). 4 SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8,2024 Boring Designation Boring Depth Total Location B-1, B-3, B-5 20 ft 60 ft Alignment B-2, B-4 25 ft 50 ft Trenchless Crossings TOTAL DRILLING FOOAGE 110 ft Borings will be advanced using a truck mounted drilling rig equipped with augering and sampling techniques.The limestone stratum will be continuously core sampled where competent limestone is encountered. Soils will be sampled by either pushing a thin-walled tube (ASTM D1587)or with a split barrel sampler while performing the Standard Penetration Test(ASTM D1586). Rotary rock coring will be performed in general accordance with ASTM D2113. Laboratory Testing Laboratory testing will be performed on recovered soil and rock samples selected by the geotechnical engineer to aid in soil classification and to measure engineering properties. Laboratory testing is expected to include moisture content,Atterberg limits, fines content(percent passing the No. 200 sieve), and unconfined compression strength testing of clay and limestone samples. Analytical testing will include pH, soluble sulfates, soluble chlorides and box resistivity for corrosion potential analysis by others. The actual laboratory program will depend upon the type of soils and rock encountered. Engineering Report The Geotechnical Report will be prepared by a professional engineer licensed in the State of Texas, and specifically,will include: 1. Description of subsurface conditions encountered in the borings, including boring logs with descriptions of strata, summaries of laboratory test results, and water levels obtained at the time of drilling. 2. Boring location plan. 3. Results of laboratory testing. 4. General discussion of geology and groundwater conditions. 5. Geotechnical design parameters including modulus of soil reaction, E',for buried pipelines, and bedding and backfilling recommendations. 6. Recommendations for OSHA temporary slopes and excavation potential. 7. Comments regarding proposed construction and earthwork. An electronic copy(PDF) of the report will be submitted unless otherwise requested. 8. Bid Phase Services Bid Phase services includes the following: a. Attendance at the pre-construction conference. b. Response to contractor questions via project addenda (assume 2 addenda). 5 SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8, 2024 c. It is assumed that the review of all bidders will be conducted by the City and that BGE will review low bidder and/or their sub-contractor for general qualifications and check associated references in relation to water pipeline installations. d. Analysis of variations in bid (compared to estimate)and recommendation of award. e. Issuance of conformed construction documents resulting from project addenda. g. Deliverables v. 100% Signed and Sealed Engineering Plans. 1 PDF and 4— 11x17 copies. vi. 100% Specifications, 1 PDF and 4 8-1/2 x 11 copies. 9. Construction Phase Services It is assumed that construction duration for the City's component of the Project is approximately six (6) months (from NTP to the raw water line project completion). BGE will support the Project during construction as follows: a. Project Management/Coordination b. Attend pre-construction conference and provide meeting minutes. c. Project meetings/construction observation including construction observation reports. Assume representation of weekly meetings by BGE construction administration staff with one of those meetings attended by a Professional Engineer. Also assumes up to two additional meetings, as needed. d. Construction material submittal reviews. e. Respond to requests for Information (RFI s)/modifications. f. Review contractor or City initiated change orders and provide responses. g. Final walkthrough and issuance of punch list items. h. Deliverables i. Construction observation reports in pdf format ii. Shop drawing submittal log in pdf format iii. Change order log in pdf format iv. Monthly pay estimate concurrence in pdf format V. Record Drawings in pdf, shape file, and AutoCAD format. 10. Compensation Reference Exhibit"D"for a breakdown of services. 11. Schedule BGE's submittals to the City will generally follow the durations below based on NTP (assuming 2 week or less turn around reviews from the City). Note that each submittal includes subsequent partial revision and review from TxDOT(10 days for review). To meet the overall schedule, design will continue during TOOT review periods. TOOT letting schedule for the roadway project is 03/10/2025. This schedule shows the substantial completion after the roadway letting. 6 SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8,2024 Task Name Duraton Start Finish NTP 1 day Mon 2/5/24 Mon 2/5/24 30%Design 3 days Tue 2/6/24 Thu 2/8/24 NTP to Subconsultants(SUE and Geotech) 1 day Tue 2/6/24 Tue 2/6/24 30%CORR Review 5 days Wed 2/7/24 Tue 2/13/24 ROW Permit from TxDOT for SUE Level B Effort 3 days Wed 2/14/24 Fri 2/16/24 Perform and Receive SUE Level B Effort 20 days Mon 2/19/24 Fri 3/15/24 Receive ROW Permit for Level A SUE Effort 3 days Mon 3/25/24 Wed 3/27/24 Receive ROW Permit for Geotechnical Investigation 3 days Mon 3/25/24 Wed 3/27/24 Perform Geotechnical Investigation 10 days Thu 3/28/24 Wed 4/10/24 Perform and Receive Level A SUE Effort 20 days Thu 3/28/24 Wed 4/24/24 60%Design 20 days Wed 2/14/24 Tue 3/12/24 60%CORR Review 5 days Wed 3/13/24 Tue 3/19/24 60%Revisions for TxDOT Submittal 5 days Wed 3/20/24 Tue 3/26/24 60%TxDOT Review 20 days Wed 3/27/24 Tue 4/23/24 90% Design 20 days Thu 4/25/24 Wed 5/22/24 90%CORR Review 5 days Thu 5/23/24 Wed 5/29/24 90% Revisions for TxDOT Submittal 3 days Thu 5/30/24 Mon 6/3/24 90%TxDOT Review 10 days Tue 6/4/24 Mon 6/17/24 100% Design and Specs 15 days Tue 6/4/24 Mon 6/24/24 100%CORR Review 7 days Tue 6/25/24 Wed 7/3/24 100% Revisions for TxDOT Submittal 3 days Thu 7/4/24 Mon 7/8/24 Finalize Plans and Specs 10 days Tue 7/9/24 Mon 7/22/24 Post for Bid 1 day Tue 7/23/24 Tue 7/23/24 Bid 15 days Wed 7/24/24 Tue 8/13/24 Select Contractor 5 days Wed 8/14/24 Tue 8/20/24 Contracts and Council for Selection 17 days Wed 8/21/24 Thu 9/12/24 Contractor Notice to Proceed 22 days Fri 9/13/24 Mon 10/14/24 Contractor Order Pipe(12 week delivery projected) 2 days Mon 11/4/24 Tue 11/5/24 Contractor Mobilize 10 days Fri 11/22/24 Thu 12/5/24 Construction 80 days Fri 12/6/24 Thu 3/27/25 Substantially Complete 1 day Fri 3/28/25 Fri 3/28/25 TxDOT Letting of SH 29 Expansion 1 day Mon 3/10/25 Mon 3/10/25 7 SH 29 Raw Waterline Relocation City of Round Rock Engineering Design Services Exhibit B Services to be Provided by the Engineer January 8,2024 12. Assumptions a. Subsurface Utility Engineering (SUE). It is assumed that all available SUE data will be provided by TOOT. Additional SUE data is required for approximately 300' north and south of TxDOT's information. That SUE effort is included in this engineering scope and fee (see Item 6)to be provided by TxDOT's SUE contractor, The Rios Group. b. Environmental and Archeological professional services are not necessary for the construction of the City's portion of the project. All environmental and/or archeological permitting associated with pipeline relocations will be incorporated with the overall roadway improvement project managed by TOOT and will not be the responsibility of BGE. c. Topographic and tree surveying. BGE will utilize field survey provided by the TOOT(via TxDOT's engineer) related to TxDOT's road improvements project for base mapping purposes. BGE has been provided design files that include survey information sufficient for the raw water line design project. d. All TOOT permitting associated with pipeline relocations will be performed by BGE with support from City. e. A temporary water main will not be included as part of the overall design to keep water service available to the City's customers. Each main will be isolated and shut off from the rest of the system during pipeline relocation. If it is determined that a temporary main is necessary, an additional services scope and fee proposal will be submitted to the City for review and approval. f. The Project scope document and associated fee hours were prepared with the assumption that the Project's construction phase is 4-months in duration. If the construction period is extended, an additional services proposal will be submitted to the City for the anticipated extended time period for staff consideration and approval. 8 ADDENDUM TO EXHIBIT C Work Schedule Attached Behind This Page SH 29 Raw Water Line Relocation City of Round Rock Engineering Design Services Exhibit C Project Schedule January 8,2024 EXHIBIT C- PROJECT SCHEDULE Task Name Duration Start Finish NTP 1 day Mon 2/5/24 Mon 2/5/24 30% Design 3 days Tue 2/6/24 Thu 2/8/24 NTP to Subconsultants(SUE and Geotech) 1 day Tue 2/6/24 Tue 2/6/24 30%CORR Review 5 days Wed 2/7/24 Tue 2/13/24 ROW Permit from TxDOT for SUE Level B Effort 3 days Wed 2/14/24 Fri 2/16/24 Perform and Receive SUE Level B Effort 20 days Mon 2/19/24 Fri 3/15/24 Receive ROW Permit for Level A SUE Effort 3 days Mon 3/25/24 Wed 3/27/24 Receive ROW Permit for Geotechnical Investigation 3 days Mon 3/25/24 Wed 3/27/24 Perform Geotechnical Investigation 10 days Thu 3/28/24 Wed 4/10/24 Perform and Receive Level A SUE Effort 20 days Thu 3/28/24 Wed 4/24/24 60%Design 20 days Wed 2/14/24 Tue 3/12/24 60%CORR Review 5 days Wed 3/13/24 Tue 3/19/24 60% Revisions for TxDOT Submittal 5 days Wed 3/20/24 Tue 3/26/24 60%TxDOT Review 20 days Wed 3/27/24 Tue 4/23/24 90%Design 20 days Thu 4/25/24 Wed 5/22/24 90%CORR Review 5 days Thu 5/23/24 Wed 5/29/24 90%Revisions for TxDOT Submittal 3 days Thu 5/30/24 Mon 6/3/24 90%TxDOT Review 10 days Tue 6/4/24 Mon 6/17/24 100%Design and Specs 15 days Tue 6/4/24 Mon 6/24/24 100%CORR Review 7 days Tue 6/25/24 Wed 7/3/24 100% Revisions for TxDOT Submittal 3 days Thu 7/4/24 Mon 7/8/24 Finalize Plans and Specs 10 days Tue 7/9/24 Mon 7/22/24 Post for Bid 1 day Tue 7/23/24 Tue 7/23/24 Bid 15 days Wed 7/24/24 Tue 8/13/24 Select Contractor 5 days Wed 8/14/24 Tue 8/20/24 Contracts and Council for Selection 17 days Wed 8/21/24 Thu 9/12/24 Contractor Notice to Proceed 22 days Fri 9/13/24 Mon 10/14/24 Contractor Order Pipe(12 week delivery projected) 2 days Mon 11/4/24 Tue 11/5/24 Contractor Mobilize 10 days Fri 11/22/24 Thu 12/5/24 Construction 80 days Fri 12/6/24 Thu 3/27/25 Substantially Complete 1 day Fri 3/28/25 Fri 3/28/25 TxDOT Letting of SH 29 Expansion 1 day Mon 3/10/25 Mon 3/10/25 Page 1 of 1 ADDENDUM TO EXHIBIT D Fee Schedule Attached Behind This Page PROJECT NAME: EXHIBIT D-1-FEE SCHEDULE SH 29 RAW WATERLINE RELOCATION January 8,2024 TASK IDESCRIPTION BGE Balcones The Rios Group TOTAL 1 PROJECT MANAGEMENT $ 14,214.00 $ 14,214.00 2 30 PERCENT DESIGN $ 10,945.00 $ 10,945.00 3 60 PERCENT DESIGN $ 61,757.00 $ 61,757.00 4 90 PERCENT DESIGN $ 44,072.00 $ 44,072.00 5 100 PERCENT DESIGN $ 41,497.00 $ 41,497.00 6 BID SERVICES $ 31605.00 $ 3,605.00 7 CONSTRUCTION PHASE SERVICES $ 21,250.00 $ 21,250.00 8 GEOTECHNICAL INVESTIGATION (Balcones Geotechnical) $14,845.00 $ 14,845.00 9 SUBSURFACE UTILITY ENGINEERING (SUE) (TRG) $ 38,084.18 $ 38,084.18 10 OTHER DIRECT EXPENSES $674.75 $674.75 Total $ 250,943.93 BGE,INC. EXHIBIT D-1-FEE SCHEDULE PROJECT NAME:SH 29 RAW WATER LINE RELOCATION TASK DESCRIPTION Senior Project Project EIT Senior CADD Tech Construction Construction QA/QC Admin I Total TOTAL LABOR Project Mgr Manager Engineer CADD Op PM Inspector) Clerical HRS.&COSTS 1 PROJECT MANAGEMENT $14,214.00 Contract Administration 24 12 6 42 $8,994.00 Periodic design meetings 6 12 12 24 $5,220.00 $0.00 2 30 PERCENT DESIGN $10,945.00 Data Collection 8 8 16 $2,360.00 Develop horizontal pipeline alignments 4 12 12 16 44 $6,720.00 Preparation of plan sheets and notes 0 $0.00 Overall Plan and sheet view 1 1 3 8 12 $1,865.00 3 60 PERCENT DESIGN $61,757.00 Data Collection 8 8 16 $2,360.00 Develop horizontal and vertical pipeline alignments 4 12 12 16 44 $6,720.00 Preparation of plan sheets and notes 0 $0.00 Overall Plan and sheet view 1 1 3 8 12 $1,865.00 Abandonment and Plan 3 2 8 4 8 4 26 $3,596.00 P&P for 30"WL Relocation 6 6 25 15 65 111 $16,530.00 E&S Plan and Details 5 4 20 20 44 $5,920.00 Standard Utility Details 3 3 5 4 4 16 $2,655.00 Coordination with TxDOT Designer and Georgetown 4 12 16 $2,980.00 Develop technicalspecifications 3 6 4 13 $2,046.00 Develop 60%OPCC 2 4 8 4 18 $2,660.00 QA/QC 16 16 $4,480.00 QA/QC of documents and reconcilliation 4 6 10 2 22 $4,010.00 60%Review Meeting with Qty 2 3 5 $1,025.00 Revise for TxDOT Review 2 6 16 24 $3,730.00 60%Review Meeting with TxDOT 2 4 6 $1,180.00 0 $0.00 4 90 PERCENT DESIGN $44,072.00 Data Collection 0 $0.00 Develop horizontal and vertical pipeline alignments 0 $0.00 Preparation of plan sheets and rates 0 $0.00 Overall Plan and sheet view 1 1 2 8 11 $1,710.00 Abandonment and Plan(3) 2 6 2 6 4 20 $2,766.00 P&P for 30"WL Relocation(6) 6 25 15 40 86 $13,030.00 E&S Plan and Details(5) 4 8 10 22 $3,020.00 Standard Utility Details(3) 3 4 6 6 19 $3,020.00 Coordination with TxDOT Designer and Georgetown 4 12 16 $2,980.00 Develop technical specifications 3 3 4 10 $1,581.00 Develop 90%OPCC 2 4 8 4 18 $2,660.00 QA/QC 12 12 $3,360.00 QA/QC of documents and reconcilliation 4 6 10 2 22 $4,010.00 90%Review Meeting with City 2 3 5 $1,025.00 Revise for TxDOT Review 2 6 16 24 $3,730.00 90%Review Meeting with TxDOT 2 4 1 6 $1,180.00 $0.00 5 100 PERCENT DESIGN $41,497.00 Response to 90%Comments 0 $0.00 Final preparation of plan sheets and notes 0 $0.00 Overall Plan and sheet view(1) 1 1 2 $275.00 Abandonment and Plan(3) 2 3 6 11 $1,745.00 P&P for 30"WL Relocation(6) 6 15 5 20 46 $7,430.00 BGE,INC. EXHIBIT D-1-FEE SCHEDULE PROJECT NAME:SH 29 RAW WATER LINE RELOCATION ESS Plan and Details(5) 2 4 4 10 $1,370.00 Standard Utility Details(3) 1 3 2 2 8 $1,265.00 Coordination with TxDOT Designer and Georgetown 4 8 12 $2,360.00 Final Technical Specifications and Project Manual 1 8 4 13 $1,796.00 Develop 100%OPCC 1 4 6 4 15 $2,130.00 QA/QC 20 20 $5,600.00 QA/QC of documents and reconcilliation 4 6 10 2 22 $4,010.00 Submit Final Project Manual to the City 2 6 4 4 16 $2,266.00 Revise for TxDOT Review 2 6 16 24 $3,730.00 90%Review Meeting with TxDOT 2 4 6 $1,180.00 Final 100%Package 4 12 24 40 $6,340.00 6 BID SERVICES $3,605.00 Pre-Bid Meeting 3 3 6 $1,155.00 RFI Response 1 4 2 1 8 $1,380.00 Evaluate Bids 1 2 2 1 6 $1,070.00 7 CONSTRUCTION PHASE SERVICES $21,250.00 RFI Response/Submittal Reponse 15 8 23 $4,650.00 Site Visit Meetings Pre-bid,4-month project duration 12 36 48 $6,900.00 Monthly Pay Estimates and Change Orders, 16 8 $4,880.00 Project Closeout Final Walk,RR closeout documents 12 4 16 32 $4,820.00 HOURS SUB-TOTALS 0 138 319 145 351 45 40 68 54 30 1166 1190 CONTRACT RATE PER HOUR $265.00 $280.00 $155.00 $125.00 $140.00 $120.00 $230.00 $150.00 $280.00 $69.00 TOTAL LABOR COSTS $0.00 $38,640.00 $49,445.00 $18,125.00 $49,140.00 $5,400.00 $9,200.00 $10,200.00 $15,120.00 $2,070.00 $197,340.00 SUBTOTAL $197,340.00 TOTAL TOTAL Senior Project Project Senior CADD Tech QAQC Admin/ TOTAL MH BY TASK TOTAL COSTS DIRECT LABOR Project Manager Engineer EIT CADD Clerical TASK EXPENSE COSTS Manager Operator $198,014.75 $674.75 $197,340.00 0 138 319 145 351 45 40 68 54 30 1190 1190 0 SUBTOTAL LABOR HOURS 0 138 319 145 351 45 40 68 54 30 1190 1190 SUBTOTAL LABOR EXPENSES 1 $198,014.75 $674.75 $197,340.00 0.0% 11,6% 26.8% 12,2% 295% 3,8% 3,4% 5.7% 45% 2.5 OTHER DIRECT EXPENSES QUANTITY UNIT RATE Mileage 600 mile $ 0.56 $336.00 Photocopies B/W 11"X 17" 600 each $ 0.20 $120.00 Photocopies Color 8 1/2"X 11" each $ 0.75 $0.00 Photocopies Color 11"X 17" each $ 1.25 $0.00 Geosearch hazmat each $ 500.00 $0.00 Large Format Plotting 0 SF $ 2.25 $0.00 Mileage 350 each $ 0.63 $218.75 DIRECT EXPENSES $674.75 SUMMARY LABOR COSTS $197,340.00 NON-SALARY OTHER DIRECT EXPENSES $674.75 GRAND TOTAL $198,014.75 511)9 NAW Wn 110.l-111—A'- "Icol"GtoTFCHRILLL G.—chnlc.l k,u.tl9.Uon Cost B,..kdown-AB.O—t 1 SH2.W.t.Aln.R.bc.Uon Round Rock,T% 1.FMd ..13-d— Q".tky unB RN. lubbw Sol Rock 1A FMd Coordkudon Borba Ls On.118 D.* 425 2535 3550 0-25 25-35 3550 Fold En m 8 h, 85.00 760.00 B-1 20 5 15 TIp Cl. 1 55.00 5500 B-2 25 5 20 Senbr Geotechnical Fn ineer R.Rueeo 2 hr 185.00 38000 B-3 20 5 5 15 Tuk 1A SubWWI $1,205.00 BJ 25 5 5 20 1B DIN&B.rW B-5 20 5 15 kbbltratbn I Denabitration 1 is 5000 $65000 Rig Slnd-0 Tkne mwe-tme between Wm e 4 hr 22500 $9DO,00 110 25 0 65 0 0 Sol[)Ba 25 8 $28.00 $7oo.00 Rock Dr 85 R $36.00 $3,060.00 L 30 M 9500 $2.&50,00 T Ghe e 3 M 55.00 185.00 Tuk lB Bubtau1 $8,72500 r TW 1 8110bb1 svAm.00 2. ti We Rb BIIbYYI Gree S..Ana a 5 each 75.00 $375.00 AO Lknlb 5 each 75.00 $375,00 Unconfined Com ressbn 5 oath 75.00 375.00 Conoebn H SuBelo.CW. - 1 each 00.00 0000 5 Tunnel Taste PontPo,t LOW,Teneie Cerchruw/ae eac U 0 each $2,500,00 0.00 Pmect ea En n 2 each $12500 $250.00 Tta1k7 9bMY N778m ]. end IIItR Rob OaofacMleal �,�p „_ P -ec[Pmci al J.Woo0 ho.,.) a1-5-- 0.00carG_— hn"En nee R.Russo 4 hour780.00Pmac[E neer16 hour20.00(780.00 WIB Il Tuk]1 IA T—I E.I—d CM $14.845.00 l� �� .� �e ave- i7 •' F- , of _ ,;ll^ t•1 ,' }'-a lLy� _ y kk � l,11.M1R14• ��a�i _ r ~`' 1 19 � 1 Pale 4�l TH.R—Group EXHIBIT FEE SCHEDULE PROJECT NAME:SH 29 Raw Water Line Relocation SUPERVISORY SUE PROF. ASSISTANT Eff BRSURVEY CARD ENGNEERNG FELD ADNN TOTALLABOR T A S K I D E S C R I P T I O N ENONEER PROJECT ENGINEER PROJECT MANAGER TECH TECH. MARAGER SPECIALST MAR- CHARGES MARAGER MANAGER RPLS HOURS TASK 1 Hourly DHka Labor 2 6 10 40 . 4 66 36,JM SUBTOTAL HOURSICOSTS 2 6 0 10 0 0 4o 8 4 0 66 116,384 TASK Di—E."—. R.I. GTY ROW P.—It S 500.00 1 sso0 T. C—I f1,000.N 2 S2,DOD 5—Y 32,So0.0g 2.5 S6,2N SUBTOTAL HOUR51COSTS $B,7N TASK l pL"R'BUT Da.ignaling R.1. QTY Ona D.alpnatlN P.— $ INN N .0 $6,Ie0 Two P,—D..q—"C— S 2N.N 10 10 112,500 SUBTOTAL HOURSJC05TS N $5,900 TASK 4 pL"A"SUE Ta.l Halas R.I. QTY Odn f1,3IS.N 55,260 S-8n f1,6N.N 3 S.e00 '8-13n 31,995.N 2 $].990 SUBTOTAL HOURSICOSTS $.,ON FEE SUMMARY TASK I Hourly OHlca Labor 66 56,]64 TMK 2 DI,.1 E.panu. 58,250 TALK 7 OL'B'SUE D..Ign.HN SO f.,NO TABK 4 QL'A'SUE 1.. 1fi4,ON TOTAL HOURS 4--212 tld 0f0t4ll :-* 8 6 0RATES f 11190.88 6519 $118.30 0 11768. 117..67 512727 1181.79 MLAREB B REBBB'B TOTAL f3B2 io 111,18.7 $2,999 $299 $609 so R70,OM EXHIBIT B nd .. Fsetue t .. / OLB SUE Area r law off r 1 L �x J _:le►_-ix�a.N � � t $ �; -�INH IMF �•,. f i � �;� j- M A '" 1'� ' '- �, �F�f•J•�L,,.a. ,