18-1091_RFP_ Attch 1_Demo SLC-2 B1619 1624 1632_PWS_20210430.pdf

SLC-2 Demolition PWS

PERFORMANCE WORK STATEMENT (PWS)

for

XUMU18-1091 DEMOLISH SPACE LAUNCH COMPLEX-2 (SLC-2)

BUILDINGS 1619, 1624, 1632

SPACE LAUNCH DELTA 30 - VANDENBERG SPACE FORCE BASE

30 April 2021

(The term Vandenberg Space Force Base, or Vandenberg SFB, or VSFB is synonymous with Vandenberg Air

Force Base, Vandenberg AFB, or VAFB when used in this PWS to refer to other documents that have an earlier designation of Vandenberg Air Force Base, Vandenberg AFB, or VAFB)

Table of Contents

XUMU18-1091 Demolish Space Launch Complex-2 (SLC-2)

Buildings 1619, 1624, 1632

1.0. Introduction

2.0. Scope of Work

2.1. CLIN 0001: Building 1619 Demolition

2.2. CLIN 0002: Building 1624 Demolition

2.3 CLIN 0003: Building 1632 Demolition

2.4. CLIN 0004 Electrical Power Re-location

3.0. Verification of Existing Conditions and Site Survey

4.0 Government Owned Property

5.0. Government Furnished Items

5.1. AF Form 103

5.2. Staging Area(s)

5.3. Engineering Data

5.4. Base Access Requirements

6.0. Applicable Documents/Permits

7.0. Environmental Requirements

8.0. Pre-Activity Required Plans

8.1. Project Management Plan

8.2. Quality Control Plan

8.3. Accident Prevention Plan

8.4. Demolition Plan

9.0. Design (CLIN 0004 Only)

9.1. 65% Design Submittal

9.2. 100% Design Submittal

9.3. Design Deficiencies

10.0. Manpower Reporting

11.0. Executive Compensation and First-Tier Subcontract Reporting

11.1. Executive Compensation of the Prime Contractor

11.2. First-Tier Subcontract Information

11.3. Executive Compensation of the First-Tier Subcontractor

12.0. On-Site Field Oversight

13.0. Record Drawings (CLIN 0004 Only)

14.0. GENERAL REQUIREMENTS

14.1. Surveying/GIS Files

14.2. Design and Construction Requirements

15.0. Deliverables

15.1. Kick-off Meeting

15.2. Charrette

15.3. Progress Meetings

15.4. Meeting Minutes

15.5. Monthly Status Report (MSR)

15.6. Contract Progress Schedule (AF Form 3064)

15.7. Contract Progress Report (AF Form 3065)

15.8. Submittals

15.9. Daily Logs

15.10. Pre-Final Inspection

15.11. Final Inspection

15.12. Contract Closeout Book

16.0. Billing

17.0. Appendices

Appendix 1 – SLC-2 Area Map

Appendix 2 – Span of Area for Demolition – Bldg. 1619

Appendix 3 – Proposed Utility Cut/Cap Locations – Bldg. 1619

Appendix 4 – Span of Area for Demolition – Bldg. 1624

Appendix 5 – Proposed Utility Cut/Cap Locations – Bldg. 1624

Appendix 6 – Span of Area for Demolition – Bldg. 1632

Appendix 7 – Proposed Utility Cut/Cap Locations – Bldg. 1632

Appendix 8 – New Electrical Service Line for Radar

Appendix 9 – Vandenberg Space Force Base Electrical Guidelines

Appendix 10 – Specification Section 01 00 00 General Requirements

Appendix 11 – Specification Section 01 44 00 Contractor Quality Control

Appendix 12 – Specification Section 01 57 20 Environmental Requirements

Appendix 13 – AutoCAD File

Appendix 14 – Table of Deliverables

1.0. INTRODUCTION

The Contractor shall furnish all parts, labor material, equipment, transportation and supervision necessary to demolish Buildings 1619, 1624, and 1632, their slabs, adjacent asphalt paving, adjacent concrete, loading dock, pad, concrete walls, adjacent metal storage cabinet, loading rig and existing equipment

(security alarm system, heating plant and sprinkler systems, if any) within the buildings, as well as abate and dispose of any Asbestos Containing Material (ACM) or lead-based paint (LBP), or polychlorobiphenyl

(PCB) within, on, or within the demolition perimeter of the stated buildings at Space Launch Complex-2

(SLC-2), Vandenberg Space Force Base, CA, shown in Appendix 1, SLC-2 Area Map and to re-route power for a radar that is currently switched through Building 1632.

2.0. SCOPE OF WORK

As part of the proposed effort on this contract, the Contractor shall implement the following tasks for the completion of this project. The Contractor shall:

2.1. CLIN 0001: Building 1619 Demolition

2.1.1. Asphalt, Concrete: Demolish and properly dispose of the adjacent asphalt paving, adjacent concrete loading dock, pad, and sidewalks within the demolition perimeter associated with Building 1619 (B1619) as shown in Appendix 2.

2.1.2. Foundations: Demolish and properly dispose of foundations (slabs, stem walls, footings, piers) of B1619. Demolish foundations to a minimum depth of 18 inches below the existing surface.

2.1.3. Walls, Columns, Roof: Demolish and properly dispose of the exterior and interior walls, columns and roof of B1619.

2.1.4. Equipment: Demolish and properly dispose of existing equipment within B1619.

2.1.5. ACM, LBP, PCB: Abate and properly dispose of any ACM, LBP or PCBs and any other hazardous material within, on, or within the demolition perimeter of B1619.

2.1.6. Cut/Cap Utilities: Cut and cap electrical, water, sewer, and natural gas utility lines that service B1619; utility service lines can be abandoned in place-

-see Appendix 3 for proposed cut/cap locations. Contractor shall coordinate actual locations with 30th Civil Engineer Squadron (CES) project manager before cutting/capping and provide the cut/cap location in Geospatial

Information System (GIS) coordinates for them to the 30 CES project manager. The

Contractor shall coordinate with the 30 CES project manager to determine format of

GIS coordinates used to represent cut/cap locations. If the cutting/capping of a utility will affect service to other facilities in order to do the cut/cap the Contractor shall submit a utility outage notification to 30 CES providing the nature of the outage, affected facilities, and duration. The Contractor shall obtain approval for the outage from CES before proceeding with the cutting/capping. Contractor shall terminate communication lines outside the building in a manner that the

Communication Squadron agrees with as the Contractor pursues signing of the AF

Form 103 described in paragraph 5.1. below.

2.1.7. Backfill, Compaction, Hydroseeding: Backfill, with approved materials, all holes and other depressions resulting from demolition. Material shall be compacted per demolition plan specifications as approved through 30th Civil Engineer Squadron

(CES) to minimum of 85% in re-vegetated areas. Exposed soils shall be hydroseeded, with a seed mix approved by 30 CES, for the stabilization of soils and to return the site to a more natural condition. Contractor shall also provide maintenance for a one-year period after hydroseed is laid to enable vegetation growth of the hydroseeded area.

2.2. CLIN 0002: Building 1624 Demolition

2.2.1. Asphalt, Concrete: Adjacent asphalt shall not be removed.

2.2.2. Foundations: Foundation/slab shall not be removed nor associated excavation required.

2.2.3. Walls, Columns, Roof: Demolish and properly dispose of the exterior and interior walls, columns and roof of B1624 within the demolition perimeter associated with B1624 as shown in Appendix 4.

2.2.4. Equipment: Demolish and properly dispose of existing equipment within B1624.

2.2.5. ACM, LBP, PCB: Abate and properly dispose of any ACM, LBP or PCBs and any other hazardous material within or on the building, or within the demolition perimeter of B1624.

2.2.6. Cut/Cap Utilities: Cut and cap electrical, water, sewer, and natural gas utility lines that service B1624; utility service lines can be abandoned in place--see Appendix 5 for proposed cut/cap locations. Contractor shall coordinate actual locations with

30th Civil Engineer Squadron (CES) project manager before cutting/capping and provide the cut/cap locations in Geospatial Information System (GIS) coordinates for them to the 30 CES project manager. The Contractor shall coordinate with the

30 CES project manager to determine format of GIS coordinates used to represent cut/cap locations. If the cutting/capping of a utility will affect service to other facilities in order to do the cut/cap, the Contractor shall submit a utility outage notification to 30 CES providing the nature of the outage, affected facilities, and duration. The Contractor shall obtain approval for the outage from CES before proceeding with the cutting/capping. Contractor shall terminate communication lines outside the building in a manner that the Communication Squadron agrees with as the Contractor pursues signing of the AF Form 103 described in paragraph

5.1 below.

2.2.7. Backfill, Compaction, Hydroseed: Not required—slab left in place

2.3 CLIN 0003: Building 1632 Demolition

2.3.1. Asphalt, Concrete: Demolish and properly dispose of the adjacent asphalt paving and concrete sidewalks within the demolition perimeter associated with B1632 as shown in Appendix 6.

2.3.2. Foundations: Demolish and properly dispose of foundations (slabs, stem walls, footings, piers) of B1632. Demolish foundations to a minimum depth of 18inches below the existing surface.

2.3.3. Walls, Columns, Roof: Demolish and properly dispose of the exterior and interior walls, columns and roof of B1632.

2.3.4. Equipment: Demolish and properly dispose of existing equipment within B1632.

2.3.5. ACM, LBP, PCB: Abate and properly dispose of any ACM, LBP or PCBs and any other hazardous material within or on B1632, or within the demolition perimeter of

B1632.

2.3.6. Cut/Cap Utilities: Cut and cap electrical, water, sewer, and natural gas utility lines that service B1632; utility service lines can be abandoned in place--see

Appendix 7 for proposed cut/cap locations. Contractor shall coordinate actual locations with 30th Civil Engineer Squadron (CES) project manager before cutting/capping and provide the CES project manager where the cut/cap locations are in Geospatial Information System (GIS) coordinates to the 30 CES project manager. The Contractor shall coordinate with the 30 CES project manager to determine format of GIS coordinates used to represent cut/cap locations. If the cutting/capping of a utility will affect service to other facilities in order to do the cut/cap the Contractor shall submit a utility outage notification to 30

CES providing the nature of the outage, affected facilities, and duration. The

Contractor shall obtain approval for the outage from CES before proceeding with the cutting/capping. Contractor shall terminate communication lines outside the building in a manner that the Communication Squadron agrees with as the

Contractor pursues signing of the AF Form 103 described in paragraph 5.1 below.

2.3.7. Backfill, Compaction, Hydroseed: Backfill, with approved materials, all holes and other depressions resulting from demolition. Material shall be compacted per demolition plan specifications as approved through 30th Civil Engineer Squadron

(CES) to minimum of 85% in re-vegetated areas. Exposed soils shall be hydroseeded, with a seed mix approved by 30 CES, for the stabilization of soils and to return the site to a more natural condition. Contractor shall also provide maintenance for a one-year period after hydroseed is laid to enable vegetation growth of the hydroseeded area.

2.4. CLIN 0004 Electrical Power Re-location

2.4.1. Install new underground 240/120 volt 100-amp single-phase electrical service in new conduit for the existing Doppler radar system from the power pole to the adjacent radar system, approximately 150-feet. Remove and relocate existing transformer/switch in B1632 to new NEMA weather-resistant box on a concrete pad near the radar/B1652 as depicted in Appendix 8, New Electrical Service Line for Radar. Installation of the new service shall be in accordance with the National

Electric Code and fully functional prior to disconnection and removal of the existing service and prior to the demolition of B1632. Demolish existing overhead service line or abandon in place the existing buried electrical service to Building

1632. Also:

2.4.1.1. Install new transformers compliant with VSFB Electrical Guidelines, Appendix 9, for capacity and service life/corrosion resistance on existing power pole adjacent to B1632 and install new, underground, service line from power pole to the adjacent radar system.

a. Submit manufacturer information of the new transformers to be installed to 30 CES for approval before installation.

b. If existing conduit and wiring is not available or suitable, submit to

30 CES the manufacturer information of new underground service line wire and conduit prior to installation.

c. If existing conduit and wiring is not available or suitable and new trench/backfill is needed, backfill/compact to 95% to 12-inch depth below subgrade with finished top surface to match existing surrounding hard surface. For example, if trenching is through 6- inch asphalt, compaction shall be to at least 95% for the fill material between 6 inches and 18 inches below the finished surface of the replaced 6-inch asphalt.

2.4.1.2. Make appropriate electrical connections in accordance with the current

National Electric Code at both ends of the new service line.

2.4.1.3 Coordinate with B1652 facility manager and/or radar operator and 30

CES/Operations Flight Electrical Shop to arrange disconnections, re-connections, cutover, test and confirmation of full functionality of newly installed electrical service.

3.0. VERIFICATION OF EXISTING CONDITIONS AND SITE SURVEY

Use of existing condition data provided by the Government conveys acceptance and as such does not relieve the Contractor of liability associated with performance. The Contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below-grade condition assessment.

4.0 GOVERNMENT OWNED PROPERTY

All recyclable materials gathered and/or developed in the performance of these tasks listed shall be returned to and become property of the Air Force; and shall not be used and/or distributed by the contractor without specific written permission of the Contracting Officer (CO). Contractor shall dispose of recyclable material resulting from demolition activities through the Vandenberg Recycling Center.

Contractor shall follow Vandenberg Recycling Center procedures for copper wire disposal and other recycling guidelines specified in Specification 01 57 20 at Appendix 12.

5.0. GOVERNMENT FURNISHED ITEMS

5.1. AF Form 103

(See also Appendix 12, Specification Section 01 57 20 for same/more information.)

5.1.1. The CES Customer Service (Building 11439) will guide the Contractor's efforts to fully complete the Base Civil Engineering Work Clearance Request (AF Form 103).

The Base CES/CEO, Operations Flight in Bldg. 11439, will assist in locating underground water, sewer, natural gas, or electrical utilities and review/sign the AF

Form 103 for the Contractor. They may also mark the site for buried utilities as needed for the Contractor to be aware. For communication lines, the 30th Space

Communications Squadron provides review/signature of the Form 103 and marking as needed. It is the Contractor’s responsibility to have a completed and approved

Form 103 prior to beginning any activities including clearing, laydown, mobilization, grubbing, exploratory geophysical work, etc. It is also the

Contractor’s responsibility to maintain any markings provided by Base agencies.

5.1.2. Coordination of the AF Form 103 requires a physical presence to carry the document around to multiple agencies on Vandenberg Space Force Base for coordination. While assistance may be granted towards completion of the AF 103, all responsibility is on the Contractor to coordinate and accomplish. Multiple AF

103s may be accomplished for a given project, within reason. The Contractor may wish to accomplish separate AF 103s for different aspects of work. The Contractor must provide concise maps of the areas involved in the work including major aspects of the work locations.

5.2. Staging Area(s)

Contractor shall identify and request approval from CES Base Planning (CENPL, Bldg. 11432) for space on the job site or in a base contractor staging area where the contractor may deliver non-hazardous materials within the installation. An approval letter from CES Base Planning is required for laydown areas. These areas must be included on a map and coordinated via an AF

Form 103.

5.3. Engineering Data

The CES Engineering Flight Record Drawing Vault (30th CES/CENME, Bldg. 11433) can provide the Contractor access to existing, available and allowable engineering plans, drawings, diagrams, aerial photographs, digitized map files, etc., to facilitate evaluation of the site(s), as needed or requested.

5.4. Base Access Requirements

When asked, CES will advise the contractor of the location and processes to obtain the following as needed:

5.4.1. Personnel identification badges, vehicle passes, and/or entry permits for base access.

5.4.2. Information on base fire prevention/security practices and procedures.

5.4.3. Access to utilities (water, sewer, natural gas, electrical, communication etc.). This includes a supply (e.g., fire hydrant or stand pipe) of large quantities of potable water. These may be provided as available free of charge with restrictions, and requirements provided by the individual Civil Engineer or Communication

Squadron shop’s standards. Any requests for these must be included in an AF 103 with maps showing intended connection point.

5.4.4. A paved area where equipment can be cleaned. Contractor shall abide by environmental compliance restrictions in the cleaning area the same as required in the demolition/construction areas.

6.0. APPLICABLE DOCUMENTS/PERMITS

The Contractor shall identify and comply with all applicable federal, state, and local statutes; Air

Force/Military instructions, manuals, handbooks, regulations, guidance, and policy letters; Executive

Orders; American Petroleum Institute Codes; National Association of Corrosion Engineers; National Fire

Protection; Steel Structures and Painting Council; National Electrical Code; Uniform Fire Code;

Occupational Safety and Health Administration (OSHA) regulations; Environmental Protection Agency regulations; and International Building Code including all changes and amendments in effect on the date of issuance of each contract. The Contractor is responsible to identify and comply with all applicable and relevant requirements and to identify and comply with all permits, clearances and other documents required for this project. The Contractor shall absorb any financial burden resulting from delayed work due to permits, clearances, or other documents required that the Contractor did not obtain.

7.0. ENVIRONMENTAL REQUIREMENTS

The Contractor shall adhere to all environmental requirements Vandenberg Space Force Base

Environmental Specifications Section 01 57 20, Appendix 12, in addition to any other environmental coordination and laws applicable. The Contractor shall adhere to all requirements in the AF Form 813. Per

Specification 01 57 20, the Contractor is restricted from demolition activity of vegetation around B1619, B1624, and B1632 during bird non-nesting season, 15 August – 15 February if birds are being disturbed.

The demolition of sidewalks/pavements/hardstands/decks can occur at any time during the year, although demolition may be delayed during the rainy season (November-March).

8.0. PRE-ACTIVITY REQUIRED PLANS

The Contractor shall submit the following pre-activity plans a minimum of 30 days before work is planned to begin and before mobilization occurs.

8.1. Project Management Plan

The Contractor shall submit a Project Management Plan that includes a description and flowchart of personnel involved with the project and a thorough description of demolition management. The demolition management narrative shall include timing of permitting and scheduled completion dates.

8.2. Quality Control Plan

The Contractor shall submit a Quality Control Plan that analyzes and addresses all quality concerns according to all specifications and other requirements. This is in accordance with

Spec Section 01 44 00, Appendix 11.

8.3. Accident Prevention Plan

The Contractor shall submit an Accident Prevention Plan in accordance with US Army Corps of

Engineers EM 385-1-1 that analyzes and addresses all safety concerns according to all specifications and other requirements.

8.4. Demolition Plan

The Contractor shall submit a Demolition Plan that analyzes and addresses all procedures and concerns according to all specifications and other requirements. It shall describe the schedule and process intended for the demolition effort.

9.0. DESIGN (CLIN 0004 ONLY)

9.1. 65% Design Submittal The Contractor shall submit a 65% Design Submittal detailing the construction work to be completed under CLIN 0004. The 65% Design Submittal shall be representative of a 100% complete design and include all major scope items from the Contractor. The 65% designation does not mean a 65% complete design. Rather, it denotes a milestone requiring design review. This submittal shall include all details to ensure a full environmental/regulatory review by 30CES

Installation Management Flight. The Contractor shall prepare the 65% Design Submittal that will include the following:

9.1.1. Design Analysis:

The Contractor shall prepare the 65% Design Analysis by documenting the decision-making process. The Design Analysis shall include the following at a minimum:

(1) Table of Contents: The Contractor shall provide a table of contents.

All pages of the Design Analysis including the appendices shall have a uniform numbering system. The first page of each section and appendices should be included at a minimum.

(2) Executive Summary: The Contractor shall provide a written narrative overviewing the project scope and key project information. The Executive

Summary shall be at the front of the Design Analysis. It shall also be provided as a separate PDF file on the submitted discs. The executive summary shall be usable to explain the scope of the project and general level of disruption and impact to base and surrounding locations.

(3) Investigation Report: The Contractor shall provide a written narrative summarizing all investigative, research and survey work performed to complete the design. This narrative shall include when it was accomplished, where it was performed and what the relevant result of the work. This section is only a narrative and the supporting data and reports shall be in the Engineering Data section.

(4) Written Explanation of Major Design Decisions: The Contractor shall provide a written narrative describing key design decisions and discussing the engineering reasons behind these. Each decision shall be in its own paragraph or subsection. The discussion shall include at a minimum: Why the decision was needed, the decision itself, what the main alternative(s) were, and what code/engineering led to the choice. This section shall include any code conflicts and how the design addresses the conflict.

(5) List of Section Titles and Numbers: The Contractor shall prepare a List of Section Titles and Numbers to be used in each project in accordance with the

Master Format - Master List of Section Titles and Numbers from the

Construction Specifications Institute (CSI) Manual of Practice. The list shall only include the titles deemed appropriate by the Contractor.

(6) Recycled Materials List: The Contractor shall provide a preliminary list of recycled materials that can be used in the project. The Air Force Affirmative

Procurement Program (AFAPP) mandates use of recycled materials found in the

Comprehensive Procurement Guideline (CPG). The Environmental Protection

Agency (EPA) lists the types of products to be included in the AFAPP available on-line at www.epa.gov/cpg/products.htm. This shall be an appendix.

(7) Engineering Data: The Contractor shall provide calculations and other http://www.epa.gov/cpg/products.htm supporting engineering data or analyses for all items, including but not limited to equipment or system sizing. The data shall sufficient to justify any special requirements that require deviation from normally accepted commercial or

Government standards in addition to normal engineering calculations. This should be an appendix.

(8) Environmental Surveys: The Contractor shall provide the environmental surveys and include abatement specifications if ACM, LBP, PCBs, or underground storage tanks (USTs) are affected by work pertaining to any project. This should be an appendix.

(9) Interviews: The Contractor shall document all discussions with the

Government Project Manager, using agency, and other base officials including names, position titles, and telephone numbers. Correspondence should be an appendix. Investigative interviews to determine design requirements etc. should be included in a separate appendix and referenced in the narrative.

(10) Manufacturer Data: The Contractor shall provide catalog cuts or other manufacturer data of major equipment items. This should be an appendix.

(11) Charrette Documents: The Contractor shall include the Charrette documents as a reference for design review. This should be an appendix.

(12) Schedule of Material Submittals: The Contractor shall complete an AF

Form 66, Schedule of Material Submittals. The AF Form 66 indicates all material submittal requirements throughout the specifications listed by description of Item, Contract Reference, and Type of Submittal. The AF Form

66 is available in MS Excel. This should be an appendix and be available as a separate file.

(13) Other Supporting Information: Any other items determined necessary by the Contractor should be included in an organized manner as individual appendices.

9.1.2. Drawings

The Contractor shall submit half size (17” x 22”) (ANSI Size C) copies of updated Drawings plotted on bond. Drawings shall comply with Vandenberg

CAD Standards. It is the Contractor’s responsibility to contact the Vandenberg

Space Force Base 30CES Record Drawing Vault after award to obtain these standards.

9.1.3. Specifications

The following Vandenberg Space Force Base standard specification sections shall be followed for this CLIN 0004:

a. Section 01 00 00 General Requirements (Appendix 10)

b. Section 01 44 00 Contractor Quality Control (Appendix 11)

c. Section 01 57 20 Environmental Requirements (Appendix 12)

Sections 01 00 00 and 01 57 20 require editing and coordination with the

Government Project Manager for specific base requirements and restrictions.

Section 01 00 00 provides a project description and other conditions such as occupancy, work schedule, work stoppages, security, utilities, safety, construction and welding permits, and submittals. Section 01 57 20 specifies environmental compliance and monitoring and disposal of removed materials.

9.1.4. CAD Project File List and Computer Files

The Contractor shall take input from the charrette and all comments provided by the PM and submit an updated Computer-Aided Drafting (CAD) Project File List and Computer Files as outlined in Appendix 10, Computer-Aided Drafting (CAD) for the 65% Design Submittal.

9.1.5. Resubmittals

The Contractor may be required to resubmit the 65% Design Submittal if after review the Government determines the submitted design does not meet the requirements set forth in the contract for the 65% Design Submittal, if major scope items have not been addressed or if it contains sufficient errors that a 100%

Design Submittal could not be achieved without major revisions, as determined by the Government. Any submittal that upon review by the Government has technical errors or omissions will be rejected and shall be required to be resubmitted. Each resubmittal shall be labeled as “65% RX” with X being the corresponding resubmittal number.

9.2. 100% Design Submittal

After final acceptance of the 65% Design Submittal by the 30 CES Project Manager, the

Contractor shall submit the required originals and number of sets of copies plus all Computer Files as outlined in Appendix 10, Computer-Aided Drafting (CAD). The 100% Design Submittal shall include all requirements from 65% Design Submittal with all the required updates. This shall reflect fully complete and ready for construction documents. After final acceptance of the 100%

Design Submittal by the PM, the contractor shall submit the required originals and number of sets of copies plus all Computer Files. This shall include, at a minimum, the following:

9.2.1. Design Analysis

The Contractor shall make additional corrections from the comments provided by the PM and submit an updated Design Analysis. The Design Analysis shall be bound or in notebook form. In addition to the 65% Design Submittal requirements, the Design Analysis shall include the following:

9.1.5.1. Annotated Review Comments: The Contractor shall annotate the design review comment indicating the full disposition of each comment. Provide the reference location where any changes were made to the contract documents. This is an addition to previously submitted

Annotated Review Comments from the 65% Design Submittal. This section shall include all comments from all the Design Review

Conference(s) and the comments shall be ordered in reverse chronological order with the most recent comments first.

9.2.2. Drawings

The Contractor shall submit half size (17” x 22”) (ANSI Size C) copies of updated Drawings plotted on bond. Drawings shall comply with Vandenberg

CAD Standards. It is the Contractor’s responsibility to contact the Vandenberg

Space Force Base 30CES Record Drawing Vault after award to obtain these standards.

9.2.3. Specifications

The following Vandenberg Space Force Base standard specification sections shall be followed for this CLIN 0004:

a. Section 01 00 00 General Requirements

b. Section 01 44 00 Contractor Quality Control

c. Section 01 57 20 Environmental Requirements

9.2.4. CAD Project File List and Computer Files

The Contractor shall make final corrections in response to all comments provided by the PM and submit an updated CAD Project File List and Computer Files as outlined in Appendix 12, Computer-Aided Drafting (CAD).

9.2.5. Resubmittals

The Contractor may be required to resubmit the 100% Design Submittal if after review the Government determines the submitted design does not meet the requirements set forth in the contract for the 100% Design Submittal or if all the comments provided by the PM were not completed. Each resubmittal shall be labeled as “100% RX” with X being the corresponding resubmittal number.

9.3. Design Deficiencies

Government approval of the 100% design submittal does not relieve the Contractor from the responsibility to comply with all applicable codes and regulations. The Contractor shall be responsible to correct design deficiencies and provide appropriate revised drawings and specifications to the Government within 5 calendar days of notification by the Contracting

Officer. These design deficiencies may be identified at any time between approval of the 100% design submittal and final inspection. The Contractor shall be responsible for performing any rework of construction required to correct the design deficiency at no additional cost to the

Government.

10.0. MANPOWER REPORTING

The contractor shall report all contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The contractor is required to completely fill in all required data fields of the System for Award Management (SAM) at https://www.sam.gov. Reporting inputs will be for the labor executed during the period of performance for each Government fiscal year (FY), which runs 1 October through 30 September. While inputs may be reported any time during the FY, all data shall be reported no later than 31 October of each calendar year.

Contractors may direct questions to the System for Award Management (SAM) help desk.

11.0. EXECUTIVE COMPENSATION AND FIRST-TIER SUBCONTRACT REPORTING

11.1. Executive Compensation of the Prime Contractor

As a part of its annual registration requirement in the SAM, the Contractor shall report the names and total compensation of each of the five most highly compensated executives for its preceding completed fiscal year, if–

(i) In the Contractor’s preceding fiscal year, the Contractor received-http://www.sam.gov/ http://www.sam.gov/

(a) 80 percent or more of its annual gross revenues from Federal contracts

(and subcontracts), loans, grants (and subgrants), cooperative agreements, and other forms of Federal financial assistance; and

(b) $25,000,000 or more in annual gross revenues from Federal contracts (and subcontracts), loans, grants (and subgrants), cooperative agreements, and other forms of Federal financial assistance; and

(ii) The public does not have access to information about the compensation of the executives through periodic reports filed under section 13(a) or 15(d) of the

Securities Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section 6104 of the Internal Revenue Code of 1986. (To determine if the public has access to the compensation information, see the U.S. Security and Exchange

Commission total compensation filings at http://www.sec.gov/answers/execomp.htm.)

11.2. First-Tier Subcontract Information

Unless otherwise directed by the Contracting Officer, or as provided in paragraph (g) of clause FAR 52.204-10 – Reporting Executive Compensation and First-Tier Subcontract

Awards, by the end of the month following the month of award of a first-tier subcontract valued at or above the threshold specified in FAR 4.1403(a) on the date of subcontract award, the Contractor shall report the following information at http://www.fsrs.gov for that first-tier subcontract. (The Contractor shall follow the instructions at http://www.fsrs.gov to report the data.)

(i) Unique entity identifier for the subcontractor receiving the award and for the subcontractor's parent company, if the subcontractor has a parent company.

(ii) Name of the subcontractor.

(iii) Amount of the subcontract award.

(iv) Date of the subcontract award.

(v) A description of the products or services (including construction) being provided under the subcontract, including the overall purpose and expected outcomes or results of the subcontract.

(vi) Subcontract number (the subcontract number assigned by the Contractor).

(vii) Subcontractor’s physical address including street address, city, state, and country. Also include the nine-digit zip code and congressional district.

(viii) Subcontractor’s primary performance location including street address, city, state, and country. Also include the nine-digit zip code and congressional district.

(ix) The prime contract number, and order number if applicable.

(x) Awarding agency name and code.

http://www.sec.gov/answers/execomp.htm http://www.fsrs.gov/

(xi) Funding agency name and code.

(xii) Government contracting office code.

(xiii) Treasury account symbol (TAS) as reported in FPDS.

(xiv) The applicable North American Industry Classification System code

(NAICS).

11.3. Executive Compensation of the First-Tier Subcontractor

Unless otherwise directed by the Contracting Officer, by the end of the month following the month of award of a first-tier subcontract valued at or above the threshold specified in

FAR 4.1403(a) on the date of subcontract award, and annually thereafter (calculated from the prime contract award date), the Contractor shall report the names and total compensation of each of the five most highly compensated executives for that first-tier subcontractor for the first-tier subcontractor’s preceding completed fiscal year at http://www.fsrs.gov, if-

(i) In the subcontractor’s preceding fiscal year, the subcontractor received-

(A) 80 percent or more of its annual gross revenues from Federal contracts (and subcontracts), loans, grants (and subgrants), cooperative agreements, and other forms of Federal financial assistance; and

(B) $25,000,000 or more in annual gross revenues from Federal contracts

(and subcontracts), loans, grants (and subgrants), cooperative agreements, and other forms of Federal financial assistance; and

(ii) The public does not have access to information about the compensation of the executives through periodic reports filed under section 13(a) or 15(d) of the Securities Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section

6104 of the Internal Revenue Code of 1986. (To determine if the public has access to the compensation information, see the U.S. Security and Exchange

Commission total compensation filings at http://www.sec.gov/answers/execomp.htm.)

12.0. ON-SITE FIELD OVERSIGHT

The contractor shall provide a Site Superintendent and Quality Control Manager. These two positions may be the same individual. The Site Superintendent/Quality Control Manager shall be onsite during all aspects of work, with the exception of attending weekly progress meetings.

13.0. RECORD DRAWINGS (CLIN 0004 ONLY)

Within 14 days after the final inspection, the Contractor shall deliver to the Government the record drawings of the construction effort on CLIN 0004 in both hard copy and reproducible format which are signed and sealed on each page by an engineer registered in the State of California and of the appropriate engineering discipline. The Contractor shall provide record drawings (both electronically and in hard copy) for retention by the Government. The Contractor shall ensure the final record drawings meet all

Vandenberg Space Force Base (VSFB) CAD standards as described in General Requirement Specification

01 00 00. The Contractor shall not assume any provided design meets all CAD standards. The Contractor is solely responsible for ensuring the accuracy and completeness of the record drawings. The Contractor http://www.sec.gov/answers/execomp.htm shall ensure at least one copy of the record drawings is submitted on Mylar.

14.0. GENERAL REQUIREMENTS

14.1. Surveying/GIS Files

All projects that include surveying and/or Geographic Positioning System data collection must provide results in GIS formats according to the formats designated in Vandenberg Space Force

Base Specification Section 01 00 00. This is in addition to any other report or files generated by survey work.

14.2. Design and Construction Requirements

The Contractor shall ensure the project conforms 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 Government when conditions warrant such consideration. The Contractor is responsible for all research, interviews, and investigation required for the project.

15.0. DELIVERABLES

In addition to the pre-activity plans mentioned in section 8.0 above, the project deliverables at Appendix

14, Table of Deliverables, are required. A description of the deliverables follows. The Contractor shall provide an electronic copy of all deliverables, formatted for use on the latest version and compatible with the Government’s version of Microsoft (MS) Word, Excel, Adobe Acrobat, and Auto-Computer Aided

Design (AutoCAD). The Contractor shall date all deliverables. The Contractor will be provided samples of the deliverables, upon request.

15.1. Kick-off Meeting

It is the responsibility of the Contractor to coordinate the date and time of a kick-off meeting with the 30CES PM and 30CONS CO. During the meeting, the Contractor shall present a complete overview of the project and review the schedule, highlighting any issues (review periods, material submittals, etc.) which are key to maintaining the schedule. It is recommended to combine the kick-off meeting with the Charrette. The Contractor shall take meeting minutes to include the recording of the attendance list.

15.2. Charrette

The Contractor shall perform a Charrette for the design work for CLIN 0004 as described in the Table of Deliverables. The Charrette will allow the Government and/or Contractor to discuss any specific concerns not previously addressed. The Charrette shall not be concluded until the Contractor has a complete, workable design concept.

15.3. Progress Meetings

The Contractor shall perform Progress Meetings and provide meeting minutes as described in the

Table of Deliverables. The meeting agenda shall be sent out at least one work day in advance of the meetings. These meetings will include all relevant base POC’s and Contracting Personnel on an as needed basis. These meetings will cover the progress made in the past period and will include any pertinent issues which could affect future contract progress. The following items shall be covered:

(1) Meeting Attendees and Contact Information

(2) Project Percent Complete (Actual and Scheduled)

(3) RFI’s and Statuses

(4) Material Submittals and Statuses

(5) Three Week Look Ahead

(6) Schedule

(7) Safety

(8) Resolution of Existing Issues

(9) New Business

15.4. Meeting Minutes

The Contractor shall take meeting minutes to include the recording of the attendance list. These shall be submitted via email to 30CONS CO and the 30CES PM within three business days of the meeting being held.

15.5. Monthly Status Report (MSR)

The Contractor shall submit Monthly Status Reports that communicate activities accomplished during the previous period, document discussions, identification of problems, proposed solutions, corrective actions taken, outstanding issues, and record issues or concerns. The Monthly Status

Report shall include a financial tracking table containing columns with the following headings:

(1) Task Breakout

(2) Current Project Status (summary of work previously completed and completed during the current reporting period).

(3) Task Value

(4) Effort % Complete

(5) Dollars % Expensed To Date

(6) Dollars Earned This Month

(7) Dollars Earned To Date

(8) Expected work activities for the following month

(9) Problems and/or concerns

(10) RFI’s and Statuses

(11) Updated Submittal Register

(12) Safety

(13) Photographic Log of Previous Period Operations

An AF Form 3064, AF Form 3065 signed by the 30CES PM and the 30CONS CO, and a Monthly

Status report shall accompany each invoice. The AF Form 3064, AF Form 3065, Monthly Status

Report and invoice shall all cover the same period of time.

15.6. Contract Progress Schedule (AF Form 3064)

The Contractor shall submit a signed AF Form 3064 Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance as described in the Table of Deliverables at Appendix 14. 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 30CES PM will sign the AF Form 3064 and send to the Contract Specialist for coordination and approval by the 30CONS CO.

15.7. Contract Progress Report (AF Form 3065)

The Contractor shall submit AF Form 3065 as described in the Table of Deliverables at Appendix

14. This report shall be signed by the contractor’s on-site representative in the Remarks section of the AF Form 3065. The work elements and percentages of the total job identified on the AF Form

3065 shall be identical to the work elements and percentages on the AF Form 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 30CES PM will sign the AF

Form 3065 and send to the Contract Specialist for coordination and approval by the 30CONS CO.

If the Contractor requires reimbursement of a high dollar value item, the item shall be identified on the AF Form 3065, an appropriate percentage applied, and the item must be received and stored on site.

15.8. Submittals

The Contractor shall deliver submittals, as needed, using the AF Form 3000.

15.9. Daily Logs

The Contractor’s Quality Control Manager shall be responsible for providing AF Form 1477 daily logs to the government within 1 Business day of days worked. The Contractor is also responsible to maintain a full log of all Daily Logs to be submitted along with the Final Inspection Report.

15.10. 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 30CES PM for review. The initial draft DD Form 1354 shall be submitted to the 30CES PM at minimum 28 days prior to expected project completion.

15.11. 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 (punch list) report has been resolved. At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of

Real Property to CES Real Property or other appropriate organization for signature and acceptance, if required. The report must be submitted within 7 calendar days of the final inspection. The final report shall include a summary and map of all work performed.

15.12. Contract Closeout Book

Upon completion of the project and prior to final payment, the Contractor shall provide to the

30CES PM and 30CONS CO a Contract Closeout Book submittal. The Contract Closeout Book shall contain: the completed AF Form 103; a completed submittal register; a completed AF Form

3064; a copy of the approved record drawings in Adobe Acrobat format; a completed AF Form

1354; manufacturers/product warranty data; certificates attesting the product, system, and/or materials meet specification requirements; operation manuals, commissioning reports, and test reports not previously submitted on an AF Form 3000; recovered/salvageable materials and/or landfill disposal tickets, if applicable; any other documentation necessary to record compliance with technical requirements, administrative requirements or terms and conditions of the contract.

16.0. BILLING

The Contractor shall bill in accordance with Defense Federal Acquisition Regulation Supplement (DFARS)

Clause 252.232-7006 “Wide Area Workflow Payment Instructions”.

17.0. APPENDICES

Appendix 1 – SLC-2 Area Map Appendix 2 – Span of Area for Demolition – Bldg. 1619 Appendix 3 – Proposed Utility Cut/Cap Locations – Bldg. 1619 Appendix 4 – Span of Area for Demolition – Bldg. 1624 Appendix 5 – Proposed Utility Cut/Cap Locations – Bldg. 1624 Appendix 6 – Span of Area for Demolition – Bldg. 1632 Appendix 7 – Proposed Utility Cut/Cap Locations – Bldg. 1632 Appendix 8 – New Electrical Service Line for Radar Appendix 9 – Vandenberg Space Force Base Electrical Guidelines Appendix 10 – Specification Section 01 00 00 General Requirements Appendix 11 – Specification Section 01 44 00 Contractor Quality Control Appendix 12 – Specification Section 01 57 20 Environmental Requirements Appendix 13 – AutoCAD File

Appendix 14 – Table of Deliverables