GLEN_15-3307_SOW_(20_April_2017).pdf

Statement of Work

Project Number: GLEN 15-3307

Repair West Drainage Crossing at South

Perimeter Fence

Schriever AFB, Colorado

20 April 2017

GLEN 15-3307 Page 2

SOW Table of Contents

Section

Title

Page

Number

1 Introduction 3

2 Background 3

3 Scope of Work 3

4 Design Requirements 3

5 Work Requirements 4

6 Performance Period 8

7 Meetings 8

8 Contract Completion 9

9 Contract Administration/ Points of Contact 10

Appendices

Appendix 1 Deliverables 11

Appendix 2 AF Form 103 Work Clearance Process 12

Appendix 3 SAFB Security Requirements 12

Appendix 4 Restricted Area Process 13

Appendix 5 Security Badging Process 14

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1.0 INTRODUCTION:

This project is intended to address recurring problems where the western of the two main stormwater drainage channels intersects the perimeter fence of Schriever AFB. The existing reinforced concrete box culvert crossing at the western drainage channel has been overwhelmed by stormwater events on multiple occasions since its construction, and a new culvert crossing has been designed to replace it by the United States Army Corps of Engineers (USACE).

2.0 BACKGROUND:

The 50th Civil Engineer Squadron at Schriever AFB is seeking proposals to execute the USACE design to remove the existing culvert crossing along the southern perimeter fence of Schriever

AFB and the West drainage channel, and construct the new culvert crossing and grading per the

USACE design. The project will provide vehicle access for security and maintenance personnel around the base perimeter while eliminating failures and resulting damage and security concerns.

3.0 SCOPE OF WORK:

The Contractor shall provide all labor, tools, and materials to complete the attached USACE design and any incidental improvements in strict accordance with this Statement of Work and the

USACE final design Drawings and Specifications. The Contractor shall provide the Government with complete construction, and warranty for this project.

4.0 DESIGN REQUIREMENTS

The contractor shall complete the work in accordance with the attached USACE Drawings and

Specifications titled “Channel Improvements for South Perimeter (East & West) West, Schriever

AFB, Colorado.” Additionally, the contractor shall adhere to the following Codes, References and Guidelines:

Schriever Air Force Base Engineering Design Guide and the Facility Excellence Plan

(FEP). A copy is included with this Statement of Work.

American Association of State Highway and Transportation Officials (AASHTO)

American Concrete Institute (ACI)

American Institute of Steel Construction (AISC)

American Iron and Steel Institute (AISI)

American Society of Civil Engineers (ASCE)

American Society of Testing and Materials (ASTM)

American Welding Society (AWS)

American Wood Council (AWC)

Cherokee Metropolitan Water District Standards

City of Colorado Springs/El Paso County Drainage Criteria Manual

Colorado Department of Transportation (CDOT) Standard Specifications for Road and

Bridge Construction

Federal Highway Administration (FHWA)

International Building Code (IBC)

Manual of Uniform Traffic Control Devices (MUTCD)

Metal Building Manufacturer’s Association (MBMA) Metal Building Systems Manual

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Military Surface Deployment and Distribution Command Transportation Engineering

Agency (SDDCTEA)

Steel Deck Institute (SDI)

Steel Joist Institute (SJI)

UFC 1-200-01 – Design: General Building Requirements

UFC 3-200 Series – Civil/Geotechnical/Landscape Architecture

UFC 3-300 Series – Structural/Seismic

UFC 4-022-03 - Installation Security

Colorado Department of Transportation (CDoT) M and S Standard Drawings

5.0 WORK REQUIREMENTS

5.1 GENERAL PROVISIONS

5.1.1 The Contractor shall supply all labor, materials, transportation, equipment, and supervision to provide a complete, finished, functional product meeting SAFB Specifications.

5.1.2 All work must conform to the USACE design Drawings and Specifications, unless specific instructions contained herein exceed the requirements of the specifications.

5.1.3 The work area will be confined to the applicable areas as described in this document. All work must conform to the provisions of the SAFB Design and Construction Standards available on CD from the Contracting Officer.

5.1.4 A submittal register is provided for this project. Provide submittals and maintain the

Submittal Register throughout project construction period of performance. This list of submittals is not all-inclusive; other submittals and forms may be required. Submittals shall be in accordance with Section 01 33 00, Submittal Procedures, of the Specifications.

5.1.5 Before project commencement and closeout, ensure that all Environmental reports have been submitted and approved by the CO and environmental group (CEIE) in SAFB Civil

Engineering.

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5.2 PROJECT REQUIREMENTS

5.2.1 Selectively demolish existing culvert structure per the USACE design. Remove and properly dispose of demolished materials. Weight tickets shall be provided for all removed materials.

5.2.1.1 Construct the new reinforced concrete box culvert crossing and appurtenances per the

USACE design.

5.2.1.2 Complete all grading, compaction, erosion protection, and re-vegetation per the USACE design.

5.2.2 Utility Locates.

5.2.2.1 A Form 103 BCE Work Clearance Request form is required prior to execution of any work. The 50 CES Project Manager will initiate and process the 103 Work Permit. The

Contractor shall be responsible for contacting UNCC Locates at 1-800-922-1987 and obtaining mark-outs and clearances from Commercial Utility Companies (Telephone, Gas, Electric, Water and Sewer). The contractor shall provide proof from the respective utility company that the site is cleared for construction. The Contractor shall be responsible to preserve any and all utility locate markings, and is ultimately responsible for identifying and avoiding contact with existing utilities. This shall include taking any and all additional measures to ensure that utility locate markings are preserved as best field management construction practices allow.

5.2.2.2 All Schriever AFB utility locates will be accomplished using best available information including: pavement markings, installation utility maps, and as-built drawings.

5.2.2.3 It is the Contractors responsibility to be aware of utilities within the project area. The

Contractor will be responsible for damages caused to base infrastructure utilities as a result of construction activity.

5.2.2.4 The Contractor shall, upon any and all breaches of base infrastructure utilities, notify the base fire department or appropriate utility of any immediate hazard, critical leak, or outage caused as a result of construction.

5.2.3 Project Schedules and Updates.

5.2.3.1 The contractor shall be required to submit weekly project schedule updates. Project updates shall clearly note project progress, project time count, project milestones, material lead times, and tentative/adjusted finish dates. A two week look ahead schedule shall be submitted with the weekly project schedule update.

5.2.3.2 Salient features to be included in the contractors’ progress schedule include, but not limited to:

• Form 103 Processing Status

• Construction Surveying/Construction Layout

• Traffic Control and Temporary Fencing

• Pavement and Concrete Removals

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• Compaction Testing

• Concrete forms and concrete placement

• HMA Placement

• Pavement Testing

• Paint Striping

• Pre-Final and Final Inspections

• Punchlist Items/Final Cleanup

• Lead and lag time expected/required

5.2.4 Materials Testing/Quality Assurance

5.2.4.1 The contractor will be required to secure and coordinate all project related materials testing to include in-situ soil density testing and compaction testing. Concrete testing shall be per ASTM standards, and include, as a minimum, air content, temperature, slump, and compressive strength. The 50 CES construction inspector shall be given the opportunity to accompany the contractors’ representative to observe all materials testing practices.

5.2.4.2 All completed layout, test submittals, and project schedules shall be reviewed internally for completeness prior to submittal to Schriever AFB 50 CES Engineering.

5.2.5 Additional services incidental to the work including, but not limited to:

5.2.5.1 Construction surveying/layout.

5.2.5.2 Installation and removal of all temporary fencing as needed to secure the construction work zones. Fencing shall be heavy duty to resist high winds, meet the provisions of applicable codes and standards, and be consistently maintained by the contractor.

5.2.5.3 Protection of existing irrigation. If irrigation equipment is encountered and is in conflict with the items of work, the irrigation equipment shall be relocated and/or replaced in kind, to accommodate the work.

5.2.5.4 Backfill and compaction. All curbs, gutters and excavations shall be backfilled and compacted with select fill.

5.2.5.5 Erosion Control. The Contractor shall provide erosion control during construction in accordance with the Project Drawings and Specifications. The erosion control measures shall remain in place until the permanent control is established. The contractor shall be responsible to remove all temporary erosion control materials.

5.2.5.6 Final project clean up.

5.2.5.7 Submittal of “as-built” drawings and close out submittals per Form 66 requirements.

5.2.5.8 All other items incidental to completion of the work in its entirety.

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5.2.5.9 The Contractor shall return all areas affected by construction activities to their previous existing condition, to include site cleanup, repair of damaged real property, restoration and establishment of native vegetation, and removal of any and all construction refuse generated.

5.2.5.10 Construction Water. All construction water shall be obtained from the water fill station at Building 826. 50 CES will provide an access code and instructions for using the water fill station. The water fill station will meter the amount of water used. Fire hydrants shall not be used unless expressly authorized, in writing, by the Contracting Officer.

5.2.6 The project shall conform to all applicable Federal, State and local laws, regulations and base-specific standards and applicable Unified Facilities Criteria (UFC). Where there is a conflict between the referenced standards, the most stringent shall take precedence. All work accomplished by the Contractor shall comply with these criteria unless a waiver is obtained from the Air Force when conditions warrant such consideration.

5.2.7 The Contractor must comply with the Specifications, and all State and Federal environmental regulations. Include a Spill Prevention and Response Plan with every project. See

SAFB Design Guide for Environmental Requirements.

5.3 AS-BUILTS & DRAWINGS

5.3.1 GIS and CAD Requirements

All Geographic Information System (GIS) deliverables will be provided in an ArcGIS 10.x geodatabase using the SDSFIE 3.0 USAF adaptation. The SDSFIE standards and tools can be found at ttp://www.sdsfieonline.org/. Any alterations or additions to the SDSFIE standards need to be approved prior to delivery of the personal geodatabase by the GeoBase Program Manager at Schriever AFB. The GIS data delivered will need to be projected to both NAD 1983 State

Plane Colorado Central FIPS 0502 US Feet and Geographic Coordinate System WGS 84.

Duplication of this data in both coordinate systems assures compliance with both DoD and State standards.

Common Installation Picture (CIP)

The CIP is the standard USAF geospatial data set that depicts facilities and physical features on an installation. The CIP is comprised of georeferenced vector layers in a digital format with related attribute information.

CIP vector layers shall include those features that generally depict installation facilities and physical features including, but not limited to: structures, paved surfaces, improved surfaces, hydrography, and boundaries.

Mission Data Sets (MDS)

MDS is the standard USAF geospatial data set that depicts thematic mapping layers such as utility systems or environmental features on an installation. Examples of utility systems attribute fields include, but are not limited to manufacturer, year installed, depth, disposition, use, size, material, and condition.

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CAD - Civil Drawings

All CIVIL drawing data will comply with the AEC CAD Standard Release 5.0 currently being used by Schriever AFB, Civil Engineer Squadron. All as-built drawing shall be delivered on a

CDROM/DVD in both *.PDF and *.DWG format. All sheets should be converted to PDF by their discipline. All DWG files should be projected to both NAD 1983 State Plane Colorado

Central FIPS 0502 US Feet and Geographic Coordinate System WGS 84. Duplication of this data in both coordinate systems assures compliance with both DoD and State standards. All civil drawings shall clearly indicate survey site control monuments for basis of bearings and distance.

The *.DWG file delivered shall be created using AutoCAD Map 3D 2014. Accuracy level of data provided shall be +/- .02 feet. All Civil drawings shall reflect mean combination ground to grid factor, be printed upon any calculation sheets anytime ground (modified) State Plane

Coordinates are used, and be noted in the bearing source statement. Digital media must have an external label listing the name of the project and contract number and the words “As-Built

Record Set”. The *.DWG’s shall be bound and have no external references. When opened the

*.DWG’s shall be seen exactly as they should be plotted. Include any symbol libraries, font libraries, color tables, pen tables, plot configuration files, user command files, etc. necessary for a complete project. Compress, reduce, and/or purge all files using the appropriate utilities. All

*.CTB and *.PC3 files shall be supplied if used on the project.

6.0 PERFORMANCE PERIOD

A Period of Performance of One-Hundred Eighty (180) Calendar days will be allowed from the execution of the Contracting Officer’s (CO) Notice To Proceed (NTP). The Period of

Performance includes processing all required submittals, installation of all components, testing, submission of as-built drawings, and lead time for any ordered materials. The Performance period includes twenty one (21) calendar days for approval of all preliminary submittals, plans, and permits.

Any and all project delays shall be addressed on an as-needed basis, and any requests for contract time extension shall be provided, in writing, to the contracting officer for consideration by the 50 CES project manager.

If the work period extends into periods of unsuitable weather, the project may be suspended for

Winter Exclusion.

6.1 WORK HOURS

Standard work hours under this contract are Monday through Friday, 7:30 a.m. to 4:30 p.m.

Mountain Standard Time (MST). Upon written request from the Contractor, the CO may grant permission to deviate from the standard work hours on a case by case basis. Request to the CO for non-standard work hours shall be requested at least 48 hours in advance. In addition to non-standard work hours, the Contractor shall not work on federal holidays without written approval from the CO.

7.0 MEETINGS

The time and place of meetings shall be determined by the CO. Project meetings shall include, at a minimum, the contracting specialist and the Project Manager.

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7.1 KICK-OFF MEETING

The contractor shall attend one pre-construction (kickoff) meeting at Schriever AFB. A pre-construction meeting will be held at the Contracting conference room within two (2) weeks after the award.

7.2 PRE-CONSTRUCTION SITE SURVEY

The Contractor, prior to the start of any on site construction activities, shall conduct a condition survey with the Contracting Officer and the 50th CES Project Manager, after which 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.

7.3 PROGRESS MEETINGS

Weekly progress meetings shall be held. The contractor shall provide the weekly project schedule updates prior to the weekly progress meeting for discussion. These meetings will cover the progress made in the past period and will include any pertinent issues which could affect future contract progress. The Contractor will be responsible for providing Progress Meeting

Minutes within 24 hours of conclusion of the meeting.

The following items shall be covered in the Meeting Minutes:

a) Meeting Attendees and Contact Information

b) Project Percent Complete (Actual and Scheduled)

c) Schedule

d) Two Week Look Ahead

e) Material Submittals and Statuses

f) RFI’s and Statuses

g) Resolution of Existing Issues

h) New Business

8.0 CONTRACT COMPLETION

8.1 DELIVERY & WARRANTY

The Contractor shall complete all requirements prior to final inspection. Following final inspection, all drawings, O&M Manuals, and CDs shall be delivered to the CO within 2 weeks.

8.2 PRE-FINAL INSPECTION

The Contractor shall conduct a pre-final walk through inspection with Base personnel and publish the pre-final inspection findings in a pre-final inspection (punch list) report. The

Contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property to the

Contracting Officer for review.

8.3 FINAL INSPECTION

The Contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final inspection (punch list) report. A final inspection shall not be performed until the pre-final inspection (punchlist) report has been resolved. At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of

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Real Property to the Base Civil Engineer (BCE) or other appropriate organization for signature and acceptance, if required.

Final acceptance: After final “as-built” drawings have been submitted and approved by the CO, and approved site clean-up the contractors work will be complete.

9.0 CONTRACT ADMINISTRATION/POINTS OF CONTACTS

9.1 50 CONS/LGCA Contracting Officer

Mr. John Mittelstedt

Building 210, Room 237

Schriever AFB, CO 80912

Voice: COMM (719) 567-3453 john.mittelstedt@us.af.mil

9.2 50 CES/CENMP Project Manager

Mr. Andrew Keener

Building 500, Room 153

Schriever AFB, CO 80912

Voice: COMM 719-567-4687 andrew.keener.7@us.af.mil mailto:john.mittelstedt@us.af.mil mailto:andrew.keener.7@us.af.mil

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GLEN 15-3301

APPENDICES

Appendix 1: DELIVERABLES

The Contractor shall provide submittals to the CO via the IMT Form 3000. A list of deliverables needed for approval can be found on the Project Submittal Form AF-66. Any submittal that will be in electronic format shall use a version that is compatible with the Government’s 2010 version of Microsoft Word, Excel, Adobe Acrobat, and AutoCAD. All deliverables shall also be dated.

Task Project Work Plan (Deliverables)

The Contractor shall produce and submit a project work plan for approval. The plan shall contain at a minimum the strategy and milestones for completing the project tasks and completed in Gant Chart Format.

CONTRACT PROGRESS SCHEDULE (AF 3064)

The Contractor shall submit a signed AF 3064 Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance. The

Contractor shall also provide a line graph depicting actual construction progress (solid line) versus scheduled construction progress (dotted line) throughout the period of performance.

The PM and CO shall approve the first (baseline) progress schedule and it shall not be altered without the approval of the CO.

The PM and CO shall sign subsequent and periodic updates to the progress schedule.

CONTRACT PROGRESS REPORT (AF 3065)

The Contractor shall submit AF 3065 every two weeks after the issuance of NTP. The work elements and percentages of the total job identified on the AF 3065 shall be identical to the work elements and percentages on the AF 3064. If the Contractor is more than 5% behind schedule, the Contractor shall note in the Remarks section the reason why and what is being done to get back on schedule. The PM will sign the AF 3065 and send to the CO for coordination and approval.

An AF 3065, signed by the PM and the CO, shall accompany each invoice submitted in WAWF.

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Appendix 2: Form 103 WORK CLEARANCE PROCESS

A Form 103 BCE Work Clearance Request form is required prior to execution of any work. The

50 CES Project Manager will initiate and process the 103 Work Permit. The Contractor shall be responsible for contacting UNCC Locates at 1-800-922-1987 and obtaining mark-outs and clearances from Commercial Utility Companies (Telephone, Gas, Electric, Water and Sewer).

The contractor shall provide proof from the respective utility company that the site is cleared for construction. The Contractor shall be responsible to preserve any and all utility locate markings, and is ultimately responsible for identifying and avoiding contact with existing utilities. This shall include taking any and all additional measures to ensure that utility locate markings are preserved as best field management construction practices allow.

Appendix 3: SAFB SECURITY REQUIREMENTS

Contractor is required to provide identification badges for their employees. All Contractor personnel shall wear these badges while on SAFB. Badges are required to identify the individual, company name, and be clearly and distinctly marked as Contractor. These are not substitutes for visitor, temporary or any other SAFB generated badges.

The contractor shall comply with all SAFB security requirements. SAFB is a controlled/restricted area and special security procedures are utilized to deter espionage, sabotage, and theft of Air Force resources. The contractor shall be responsible for security of their work areas in cooperation with applicable base agencies.

The contractor shall appoint, in writing to the Government, a Security Representative to arrange all needed security support for this Performance Work Statement (PWS). The contractor shall arrange all needed security support for this project. Contractor shall coordinate security matters with the 50 Civil Engineer Squadron (50 CES) and other base agencies, as needed. Assistance from the 50 CES Security Manager and 50 Security Forces Squadron (SFS) personnel will be provided to the contractor’s Security Officer.

It is the sole responsibility of the Contractor to obtain any and all required escorts prior to starting work.

Photographs will not be taken on Schriever AFB without prior coordination with the Security

Manager and approval of the commander. Upon approval, photographs shall not be taken of any mission equipment, classified or sensitive materials. Use of digital cameras is limited and a make, model, and serial number of the camera to be used must be supplied to the Security

Manager for approval prior to use.

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Incidents of a violating photography procedures shall be treated as a breach of security and that person shall be susceptible to apprehension, search, confiscation of photography equipment and materials, and detainment. The contractor shall insure personnel are briefed on base security requirements.

Access to the Restricted Area will be required for this project, and it will be the responsibility of the contractor to provide personnel who are capable of passing the required security background investigations, and capable of obtaining un-escorted Restricted Area badges in a timely manner.

Appendix 4: RESTRICTED AREA PROCESS

PLEASE NOTE THAT ALL REQUESTS FOR BASE AND RESTRICTED AREA

ACCESS REQUIRE 3 BUSINESS DAY ADVANCE NOTIFICATION OF THE

SECURITY MANAGER.

STEP 1 – Contractors must have visited Pass and ID in the Visitors Center and obtained a

Visitors Badge, or “V” badge in order to obtain temporary base access to retrieve their

“Schriever Form 75” access pass.

Your completed access pass will allow construction crews base access for construction purposes without visiting Pass and ID to obtain visitors badges.

THIS IS NOT THE SAME AS ACCESS TO THE RESTRICTED AREA. Security

Badges are required to enter the Restricted Area, and the process is outlined below.

STEP 2 – Fill out the attached “Contractor/Vendor Base and/or Restricted Area Access Request

Form” and send it via E-Mail to the Security Manager SrA Zacherry Cano (Primary), 567-4630, at zacherry.cano@us.af.mil or Mr. Casey Waughtel (Alternate), 567-6553, at casey.waughtel.1@us.af.mil.

The completed form will be coordinated by the Security Manager and forwarded to 50 Security

Forces Squadron Pass and ID for processing.

STEP 3 – After request forms are validated and processed by Security Forces, passes are generated and sent to the West Gate Inspection Location for Contractor pick up. Please allow 3 business days for pass processing.

STEP 4 – Contractors may obtain passes and gain access to the base the same day.

If entering the base after obtaining an access pass, vehicles will be inspected prior to entering the gate.

If the Contractor requires access to the Restricted Area (RA), Contractor must proceed to the

West Entrapment Gate to enter the RA where the vehicle will be searched again.

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Appendix 5: SECURITY BADGING PROCESS

PLEASE NOTE THAT THE SECURITY CLEARANCE AND BADGING

PROCESS WILL TAKE 3 TO 4 WEEKS.

STEP 1 – Fill out the “Standard Form 85P Questionnaire For Public Trust Positions” and submit to the 50 CES Security Manager through either the Project Engineer, or the Contracting Office.

It is the responsibility of the Contractor to obtain contact information for the Project

Engineer and the Project Contracting Officer. All contact information should be obtained at the time of contract award.

• Keep a copy of the Standard Form 85P, it will help you in Step 3.

STEP 2 – Upon completion of the “Standard Form 85P”, the Contractor will be asked to fill out a form “AF IMT 2583 Request For Personnel Security Action”.

Fill out Blocks 1 through 7; and Block 30. In Block 30, make sure to include a valid E-

Mail address.

STEP 3 – The Contractor will be notified via E-Mail by the 50 SW/IP Office, that an investigation has been initiated.

• The E-Mail received from the 50 SW/IP has the contact information for the 50

SW/IP office.

• Carefully read the attachments and log in to the EQIP Website to begin the clearance paperwork

• YOU HAVE 30 CALENDAR DAYS TO COMPLETE THE ONLINE

CLEARANCE PROCESS FROM THE TIME YOU ARE NOTIFIED BY 50 SW/IP

THAT AN INVESTIGATION HAS BEEN INITIATED.

• IF YOUR CLEARANCE PROCESS IS NOT COMPLETED WITHIN 30

CALENDAR DAYS, A STATUS REVIEW WILL BE CONDUCTED AND THERE IS

A CHANCE YOUR CLEARANCE WILL NOT BE GRANTED.

• No additional project time will be allotted due to incomplete security clearance paperwork.

STEP 4 – Contractor should complete the online EQIP Form. * It is important to click

“RELEASE” to send the completed form back to the 50 SW/IP Office. *

• Print the 2 signature pages for your records.

• You will be notified via E-Mail by 50 SW/IP to set up a fingerprinting appointment

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STEP 5 – Set a fingerprinting appointment. After setting your appointment, contact the Project

Engineer or the Contracting Office; to make them aware of the date and time access to Schriever

AFB will be required for your appointment.

• Fill out the “Application For Federal Employment Form OF612”, and the

“Declaration For Federal Employment”, and bring them with you to your fingerprinting appointment.

STEP 6 – After your fingerprinting appointment, contact the 50 CES Security Manager to set up a time to review security process and obtain badging paperwork, if required.