Attch_1_SOW_XQPZ_17_0104.pdf

STATEMENT OF WORK (SOW)

FOR CONSTRUCTION

CONSTRUCTION SOW

Last Updated 22 July 2019

84574284574Rpr Utilities - Falcon Stadium

Revision 0: 6 Mar 2020, Original Release

10 CES/CENMP PM: Bryant M Shea, Contractor Office Phone: (719) 333-8450 Mobile Phone: (719) 217-6054 Email Address: bryant.shea.ctr@us.af.mil

10 CES CM: Jeff Young, Contractor Phone: (719) 333-8397

1. PROJECT INFORMATION:

A. PROJECT NUMBER: XQPZ170104

B. PROJECT TITLE: Rpr Utilities - Falcon Stadium

C. PROJECT LOCATION: Bldg 4900, Falcon Stadium USAF Academy, Colorado

2. DESCRIPTION OF PROJECT:

A. PROJECT BACKGROUND: Current utility lines serving Falcon Stadium are aged and require replacement. These existing lines will continue serving until the new utilities are operation. Then, the aged lines will be abandoned in-place.

B. CONSTRUCTION SCOPE: The Contractor shall execute the project as described in this SOW and all Attachments, including Project Drawings & Specifications. In case of conflicts between documents, the order of precedents will be Contract, SOW, Specifications, and Project Drawings

1. Overview of Scope: The purpose of this project is to replace some of the utilities serving Falcon Stadium. These utility systems include; 1) potable water distribution, 2) sanitary sewer conveyance, and 3) natural gas distribution. This project provides new utility loops, or concentric ‘rings’ around the perimeter of the Stadium that shall serve facilities inside the Stadium. New water and natural gas lines will be increased in capacity to serve future expansion being planned for Falcon Stadium. The construction schedule will be interrupted by several USAFA Events being hosted at the Stadium. Coordinated construction ‘starts & stops’ will be crucial to the success of this project. Refer to Section 4 SPECIFIC REQUIREMENTS for details.

3. GENERAL PROVISIONS:

A. GENERAL: The Contractor shall supply all labor, materials, transportation, equipment, and supervision to provide a complete, finished, functional product meeting USAFA Specifications.

B. ENVIRONMENTAL & EROSION STANDARDS: The Contractor must comply with USAFA Environmental Standards 2019 and Erosion Control Revegetation and Tree Care Standards’ which outlines provisions to help ensure Contractor compliance with environmental law.

C. PERIOD OF PERFORMANCE: Include in the proposal a POP duration including on-site construction time.

D. PRE-CONSTRUCTION SITE SURVEY: Prior to the start of any on-site construction activities, the Contractor shall:

1. Conduct a project site condition survey with the 10 CES Construction Inspector.

2. The Contractor shall note the condition of trees, shrubs, grassed areas, concrete, and any structural damage that may exist immediately within or adjacent to work site.

3. The contractor shall field verify all dimensions or examine system components connections before ordering materials or performing any work.

E. WORK CONFORMANCE: The Contractor’s work area will be confined to the applicable areas as shown on the design drawings and listed in this SOW.

All work must conform to the current provisions of the USAFA Installation Facility Standards (IFS) located at this link to the Whole Building Design Guide (WBDG):

https://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/united-states-air-force-academy-ifs

Additional documents (referenced in this SOW) are also linked at the end of the IFS.

1. USAFA IFS Standards Sections D-E

2. USAFA AE Services Guide

3. USAFA ACAD Standards and Templates

4. USAFA Environmental Standards

5. USAFA Erosion Control and Revegetation Tree Care Standards

F. SUBMITTAL REGISTER: A preliminary Submittal Register is provided for this project, as part the Specifications. Provide submittals and maintain the Submittal Register throughout project construction POP. This list of submittals is not all-inclusive. Other submittals and forms may be required by the contract documents. Contractor shall submit the Master Submittal Register to Contracting within fourteen (14) calendar days after the Notice to Proceed (NTP).

G. BASIS OF DESIGN: Any brand name items listed in this SOW and drawings are intended as a Basis of Design (BOD) only.

The Contractor may substitute a product, or products, for the brand name items as long as the substituted product(s) meet the minimum performance standards established by the listed salient characteristics. Refer to Specifications. An ‘Or Equal’ product shall be submitted with the initial proposal and will be reviewed for technical acceptability.

The Contractor is responsible for how the substituted product(s) affect the design and schedule of the project. 10 CES will review the substituted products for General Conformance only. All substituted products will be reviewed for compliance with the USAFA Design Standards, any SHPO or historical considerations, Environmental regulation compliance and any other review processes that are applicable to this project.

Per the 10 CES review process for substituted products, the Contractor must demonstrate in writing that the substitution will meet all project requirements listed above, prior to it being used or installed.

H. HAZARDOUS MATERIALS: Refer to Environmental Standards 2019.

I. DD FORM 1354: For all projects, the Contractor shall prepare and submit a DRAFT DD Form 1354, Transfer and Acceptance of Military Real Property, Current Version.

This DRAFT establishes the level of detail and the different components of a project for all work accomplished under the project. This 1354 includes installed property, by building/facility number, and shall be submitted to the Contracting Office (CO). The DRAFT DD Form 1354 shall be submitted no later than thirty (30) calendar days after the Notice to Proceed (NTP). This DRAFT DD Form 1354 will be reviewed by Real Property Office (RPO) to resolve any issues and provide clarity to the Contractor for the inclusion in the INTERIM DD Form 1354. Please request a sample DD Form 1354 document if not provided in the RFP.

J. TRAFFIC CONTROL: Traffic control will be required and must conform to MUTCD.

A traffic control plan must be submitted for approval prior to starting any demolition.

The roadway and/or parking lot shall be left in a safe and usable condition at the end of each work day. All traffic control plans must be re-submitted by the construction contractor, with a time schedule for placement, at least four weeks prior to the requirement to insure it is clear when and where the traffic control devices will be placed.

K. BUILDER – The request for proposal (RFP) has a blank form and guidance on items to be included in builder. The Contractors shall complete an electronic BUILDER form for all equipment or structure addition, deletion, or replacement components. If there is a component-section (Uniformat II Level IV) listed in the BUILDER catalog that was included in the scope of the project for adding, deleting, or replacing it is to be accounted for on one of the BUILDER forms. In addition to completing the BUILDER forms the Contractor is to attach a photo of the component-section. For structure type components a photo showing the overall item. For equipment type components a photo showing the overall item and a close-up photo of the data plate. Label the photos clearly so they can easily be associated with the BUILDER component-section. At the conclusion of the project, prior to the Beneficial Occupancy Date (BOD) final inspection, the Contractor shall submit the CD that contains all the BUILDER forms and photos.

4. SPECIFIC REQUIREMENTS:

A. PROJECT SPECIFICS: Refer to this SOW and the following documents for completed project scope:

1. Attachment A: Bid & Construction Documents (Drawing Set) prepared by the A-E, dated Nov, 2019, titled “DSN RPR Utilities Falcon Stadium” referenced for this project XQPZ 17-0104.

2. Attachment B: Specifications prepared by the A-E, dated November, 2019, titled “100% Specifications RPR UTILITIES - FALCON STADIUM” referenced for this project XQPZ 17-0104.

3. Attachment C: Shows a GIS representation of the existing utilities around Falcon Stadium.

4. Hydrants shall have pentagon nuts not square.

5. Contractor shall provide adequate space for a future project to tap into fire protection water lines (buried and capped under the concourse). Refer to these notes in Attachment A for locations and details:

a. Sheet CU103 – KEYNOTE 8

b. Sheet CU105 – KEYNOTE 7

6. Provide gate valves with grade level box at each future tie-in location per Sheet CU501 - Detail 2. This is to enable a future Contractor to locate exact position of capped fire protection line.

7. See Drawing Sheet CU-109 for areas of expected asbestos. The piping marked RCP is believed to contain asbestos. The Contractor shall include sampling and abatement in their proposal.

8. Contractor shall perform up to 40 potholes to verify the location of existing utilities.

9. For all concourse areas, contractor shall mark areas to be removed prior to demolition. The contractor shall saw cut concrete to be removed at the nearest existing control joint in order to match existing concrete control joint pattern. Concrete shall be removed and replaced to the full width of the concourse. Concourse fill material shall be compacted to 100% Standard Proctor Density or 95% Modified Proctor Density depending on testing methodology. Replacement concrete sections shall be doweled into adjacent slabs and grade beams at 18 inches on center using #3 rebar dowels (greased) that are 12 inches long (six inch embedment in existing concrete at each doweled joint centered vertically in the existing slab). Install 6x6 W1.4/W1.4 welded wire fabric approximately centered in the concrete slab.

New concrete slabs shall be a minimum of 6 inches thick and concrete strength shall be 4000 PSI minimum. New concrete cold joints shall have a keyway at each cold joint. A ¼ inch wide by 2 inch deep zip strip will be installed at each new control joint. All control joints will be sealed with self-leveling concrete joint sealant after removal of the zip strip. Concrete concourse sections 100 feet in length (maximum) require an expansion joint that aligns with the control joint pattern. Expansion joint will have a removable snap on cap. Joint will be filled with self-leveling joint sealant after removing snap on cap.

B. CONSTRUCTION SCHEDULE: The 10CES Construction Inspector (CI) shall coordinate with the Facility User to determine the specific hours / dates when the Contractor cannot work (if any). Refer to Section 8 for typical USAFA Calendar Events for dates that impact this construction project.

C. CLIN SCHEDULE:

1. CLIN 0001 (Facility 49001, EEIC 52200 Repair, Work Order Number 66869):

The Base CLIN work is inside the Project Scope Limits shown as a dashed line on Drawing Sheet C-101 and all work not identified as CLIN 0002 and 0003 on the drawings (see below). Replace the existing gas, water and replace/re-line sewer lines per the scope of work described in Attachments A & B (Drawing Set and Specifications).

2. CLIN 0002 (Facility 10450, EEIC 52200 Repair, Work Order Number 66867):

All sanitary sewer work shown outside the extents of the stadium as shown on Drawing Sheet CU -109. Reline the existing sanitary sewer lines per the scope of work described in Attachments A & B (Drawing Set and Specifications).

3. CLIN 0003 (Facility 10470, EEIC 52200 Repair, Work Order Number 66868):

All potable water line work shown outside the extents of the stadium as shown on Drawing Sheet CU -106. Replace the existing potable water lines per the scope of work described in Attachments A & B (Drawing Set and Specifications).

D. WORK SEQUENCING:

1. Falcon Stadium will be completely unavailable for any construction due to the following USAFA Events:

a. Graduation preparation, ceremonies & take-down (25 May 2020 until 31 May 2020, and graduation 2021 TBD),

b. 2020 USAFA NCAA Football Season and pre-first home game Falcon practices (29 Aug until 5 Dec 2020).

c. All work shall be completed prior to end of business, Friday, 13 August, 2021, in advance of the 2021 USAFA NCAA Football Season and USAFA preparations for the 1st home game. On-site construction shall be limited to ‘standard’ working hours.

All necessary utilities (existing or new) will be connected and operational during this period. All construction areas will be left in a ‘useable condition’ without inconvenience or safety issues affecting USAFA personnel working events or the General Public attending events.

2. Another series of events that will occur during this construction are as follows:

a. 14 Mar 2020, 28 Mar 2020, 11 Apr 2020 and 28 Apr 2020 USAFA Lacrosse season home games.

b. 11Jul 2020 USGA Summit Event Opening Ceremonies in Falcon Stadium Field, Stands, and Entrance Tunnel access with power to Video Boards and sound.

c. 11 Jul 2020 USGA Summit Event Dinner on South Concourse level with power.

The only USAFA requirement is unrestricted access to the playing field.

3. Coordinate work schedules with the 10 CES CM at least fourteen (14) calendar days in advance of any activity affecting use of the Stadium by

USAFA.

4. An acceptable POP for this project shall be between 400 - 500 calendar days.

5. The contractor shall be prepared for the weather conditions based on the time of year the work will happen.

6. Any exceptions to this SOW must be detailed in the Contractor’s Proposal.

E. CONTRACTOR’S ON-SITE LAY-DOWN & REMOTE STAGING AREAS: Refer to

Attachment A, Drawing Sheet G-002 Key Map for location of On-Site Lay-Down Area (titled “Temporary Contractor Lay-Down Area”). Regarding restoring any On-Site Lay-Down Area, the Contractor shall repair to the original condition upon completion.

Other stockpile materials shall be kept at the Remote Contractors’ Staging Area (east of Stadium Boulevard and intersection with Parade Loop).

F. UTILITY COORDINATION AND CSU INSPECTOR NOTIFICATION: Contractor shall provide utility coordination and notify the CSU Inspectors prior to starting excavation work or related utilities work associated with this project, per paragraphs 4.G-4.H, below:

See attached GIS utility map (Attachment C) showing all utilities within the expected area of work.

G. ACADEMY DIG PERMITS AND UNCC: Contractor shall submit the standard USAFA Form 144 Dig Permit required prior to starting excavation work or related utilities work for the project (Dig Permits, Bldg 8116, 7:30-8:30am and 3:00-4:00pm Monday-Friday). The Academy will provide utility locates for water and sanitary sewer. The UNCC will provide utility locates for gas and electric, but does not notify CSU regarding planned work in the vicinity of CSU utility infrastructure.

H. CSU INSPECTOR NOTIFICATION: Contractor shall provide a minimum of 24-hour notice to CSU Inspectors prior to starting work in the vicinity of CSU gas and electric infrastructure. The current CSU POCs (subject to change) are: (a) GAS – Wayne Simshauser, Office 719-668-3667, Cell 719-491-8142, and (b) ELECTRIC – Daniel Gonzales, Office 719-668-5638, Cell 719-491-6886.

I. UTILITY OUTAGES: For the duration of the project, Contractor shall provide information to the CE Inspector for coordination of outages thirty-five (35) calendar days in advance.

J. POST CONSTRUCTION STORM WATER MANAGEMENT: Refer to Environmental Standards 2019 for requirements.

K. MATERIAL DISPOSAL & RECYCLE REQUIREMENTS: Contractor shall provide monthly reporting for all materials disposed of or recycled to the 10 CES CM.

L. CAD/GIS REQUIREMENTS: The CAD/GIS drawings that are included with this project are only partially compliant with USAFA CAD/GIS standards. The construction contractor shall create and provide CAD & GIS as-built drawings that are compliant with the latest USAFA CAD/GIS standards. Include in the as-built designed components details submitted as part of the project submittals, i.e., details of pre-cast beam/column, etc.

M. SPECIFIC GIS SUBMITTAL REQUIREMENTS:

1. Features outside the facility/building footprint, as well as the outline of the new facility/building, shall be located using survey grade GPS equipment with an accuracy of +/- 0.03ft (survey grade accuracy). Features may include, but not limited to, walls, utility lines and all their components (pipes, valves, manholes, utility poles, vaults, etc.), culverts, roads, curb & gutters, concrete pads, fences, boundaries, sidewalks, monuments, gates, posts, include in the as-built designed components details submitted as part of the project submittals (i.e. details of pre-cast beam/column), etc.

2. Features captured with survey grade GPS equipment shall be delivered in ArcGIS format (described below) and their attributes populated accordingly.

Features shall be geo-referenced (have true location on surface of the earth) based on Colorado State Plane Central zone 0502 coordinate system in feet (NAD_1983_StatePlane_Colorado_Central_FIPS_0502_Feet).

3. GIS data shall be submitted in ESRI ArcGIS 10x or newer format in a File Geodatabase (FGDB) file format. Submittals shall be ready to be loaded and viewed without conversion or editing. GIS data shall comply with Spatial Data Standards for Facilities, Infrastructure, and Environment (SDSFIE v3.1 or latest version). SDSFIE compliant geodatabase template in ArcGIS format is available from USAFA 10 CES CAD/GIS section upon request.

5. PROJECT MEETINGS:

A. PRE-CONSTRUCTION MEETING - A pre-construction meeting will be held at the Contracting conference rooms within two (2) weeks after the contract award.

B. WEEKLY MEETINGS - Weekly planning meetings will be held at the contractor’s jobsite trailer. The date and time will be the same each week, and will be set by the construction manager at the pre-construction meeting.

6. SUBMITTALS:

A. Provide submittals for all equipment and material as outlined in the project submittal register.

B. 10 CES CM must review all submittals before commencement of relevant work.

C. Contractor shall submit monthly waste report for each project that will outline total tonnage/cubic yards of solid waste removed, total tonnage/cubic yards of recyclable waste removed, and total tonnage/cubic yards of recyclable waste used on the project (crushed concrete, asphalt, etc.), if applicable.

7. PROJECT CLOSEOUT:

A. AS-BUILT DRAWINGS - Supply as-built CADD drawings at the conclusion of the project on CD, three (3) copies and two (2) hard copies. The CAD drawings must be in the format in adherence to USAFA CADD standards. All CADD Standards requirements and associated files, templates, blocks, border sheets, etc. are available upon request from 10 CES.

B. O&M MANUALS - Supply three (3) hardcopies of O&M manuals, and two (2) on CD.

C. PROJECT CLOSEOUT DELIVERABLES – At 80% of project completion or no later than sixty (60) days prior to total asset placed-in-service date or partial asset placed-in service date, submit an INTERIM DD Form 1354 (per project number) to the CO for Real Property review. At Total or Partial Placed-In-Service-Date (PISD, a.k.a BOD), the closeout package must include INTERIM DD Form 1354 with list of all Real Property Installed Equipment (RPIE). Any deficiencies and/or punch list items identified during the pre-final/final inspection must be included in Box # 27 or attached to the INTERIM DD Form 1354. At project completion, the following items shall be delivered to the Contracting office: final INTERIM DD Form 1354, BUILDER Report, As-Built Drawings, and O&M manuals in both hardcopy and electronic format.

8. TYPICAL USAFA YEARLY CALENDAR EVENTS: These USAFA events are typical each year. The Contractor is required to include all events within the overall project construction schedule. (Note: events may occur more than once in a given project schedule).

A. BCT 25 Jun – 31 Jul 2020

B. Parent’s Weekend* 27 Aug – 31 Aug 2020

C. CORONA* 28 Sept – 3 Oct 2020

D. Winter Break 14 Dec 2020 – 3 Jan 2021 and 2021

E. Founder’s Day* 4 Apr 2020 and TBD Apr 2021

F. Spring Break 20 – 29 Mar 2020 and TBD Mar 2021

G. Graduation* 26 May 2020 and TBD May 2021

H. Internal Processing 25 Jun 2020 and TBD Jun 2021?

* Indicates USAFA Institutional Events. Three (3) days prior to each of these Institutional dates, the Contractor shall remove all barriers around newly poured concrete that has cured a minimum of seven (7) days. The barriers may also be removed a minimum of two

(2) days after new concrete sealer has been applied. The barriers shall be moved to a location approved by the 10 CES Construction Inspector. The Contractor shall coordinate these dates in their proposed construction schedule.

9. BIDDING AND CONSTRUCTION RFI QUESTIONS AND RESPONSES: (Reserved)

10. ABBREVIATIONS:

10 CES 10th Civil Engineering Squadron 10 CONS 10th Contracting Squadron AF Air Force AFI Air Force Instruction BCT Basic Cadet Training BOD Basis Of Design

CADD Computer Automated Drafting & Design CD Compact Disk CLIN Contract Line Item CO Contracting Officer conc. Concrete CSU Colorado Springs Utilities

EESOH Environmental Safety Occupational Health EISA Energy Independence Act HAZMAT Hazardous Materials HMMP Hazardous Materials Management Program

HTA HAZMAT Tracking Activity HTHW High Temperature Hot Water MTP(s) Marble Tile Paver(s) NTP Notice To Proceed O&M Operation and Maintenance POC(s) Point of Contact(s) POP Period of Performance PM Project Manager PVC Polyvinyl Chloride RFI Request For Information SHPO State Historic Preservation Office SOG Slab on Grade SOW Statement of Work Typ. Typical

UNCC Utility Notification Center of Colorado USAFA United States Air Force Academy

END OF STATEMENT OF WORK