Attachment 1 - PWS Modular Roof Repair 6 May 2025.pdf

ATTACHMENT 1

PERFORMANCE WORK STATEMENT

FOR

BUILDING 1 MODULAR ROOF LEAK REPAIR

150 VANDENBERG ST,

COLORADO SPRINGS, CO 80914

UNITED STATES SPACE COMMAND

06 May 2025

TABLE OF CONTENTS

1.0 DESCRIPTION OF REQUIREMENT

1.1 OVERVIEW OF REQUIREMENT

2.0 PROJECT SCOPE

3.0 SECURITY

4.0 MATERIAL LISTS

5.0 POST CONSTRUCTION INSPECTION

6.0 CLOSE OUT REQUIREMENTS

7.0 GENERAL INFORMATION

1.0 DESCRIPTION OF REQUIREMENT:

United States Space Command (USSPACECOM) requires the modular units outside of Bldg. 1 to receive roof water mitigation repairs. Due to the flat roofs of the modulars, snow and water are coalescing and seeping through gaps and reaching inside. This occurs where the main modular unit connects to the other modular units. Water is also running down the north wall of main modular and across sidewalk, then freezing creating a slipping hazard.

1.1 OVERVIEW OF REQUIREMENT: This project is to construct mitigating water attenuation solutions along the roofs of all modular units outside of Bldg 1. Additionally, project consists of mitigating solutions for water reaching and crossing walkway in order to limit or prevent slipping hazards.

1.1.1 Contractor is responsible for verifying site conditions and field measurements prior to ordering or installing any materials for work.

1.1.2 Contractor shall use the Bldg 1 service gate located on the south side of the building for access to modular site. Contractor may not stage vehicles in empty lot on south side of modulars. Contractors access to work site with vehicles for loading and unloading is authorized. Contractor may stage vehicles on site if vehicles contains specialty tools and equipment required for work. Vehicles may only be staged during active use of specialty equipment.

1.1.3 Contractor shall provide a single Project Manager who shall be available through the entire project to facilitate communication, speed of delivery and decision making, and continuity. Project Manager shall be available to coordinate schedules and issues as needed.

1.1.4 Prior coordination will be made with the government for all deliveries to and from Building 1.

1.1.6 The contractor shall coordinate the work schedule with the government no later than 3 weeks in advance and shall allow reasonable flexibility to deconflict work schedule with special events and government holidays.

2.0 PROJECT SCOPE:

2.0.1 On-site work completion Period of Performance shall not exceed 45 days.

2.1 Contractor shall seal modular roof leaks. Repairs will be in accordance with ICD/ICS 705 Technical Specifications Version 1.5.1 dated 26 July 2021 and UFC 4-010- 05.

2.1.1 Contractor shall construct a weather diversion solution for the water reaching through gaps between main modular and adjoining modulars. This solution may include additional roofing segments, (Metal Plates) cross roof gutters, drainage pipes, etc, as long as water is properly diverted away from areas of coalescence. Solution shall not create new penetrations in the modular units. Diverted water must flow in a planned direction away from the vestibules and adjoining gaps to avoid water intrusion.

2.1.2 Contractor shall install drainage solution for diverting water from roof to ground away from modulars. If solution consists of rain gutters, then contractor must include gutters and down spouts along top edge of modulars. Gutters need only be installed where water has been diverted to. In other words, solution may only require gutters on select sides as opposed to the total circumference of the modulars.

2.1.3 Contractor shall provide drainage system that prevents water accumulation along surface of walkway located on north side of modulars that mitigates runoff which create slipping hazards. Contractor shall construct remaining draining solution for water accumulation to be diverted along or away from walkway so as long as water continuously flows away from modulars or any other exterior equipment.

2.1.4 Contractor shall install water leak solution over main entry door on west side of modulars in order to prevent water from intruding into space.

2.1.5 Contractor shall seal and repair gaps from inside space where main modular and others adjoin. Gaps are located within doorways from main modular and must be sealed from the inside. Coordination for access inside the modulars must be planned at least 48hrs in advance.

2.1.6 Contractor shall ensure work areas are left clean daily, with no remaining debris on site.

2.1.7 The Contractor shall ensure that no damage occurs to the facility during delivery of all materials. The contractor shall be liable for the costs of any damages caused during the construction process.

2.1.8 The government shall ensure the greatest access possible to areas in and around modulars. The contractor will not at any time, block fire exits or access to other areas.

2.1.9 Contractor shall properly cordon off work areas as needed during construction.

Contractor shall not impede emergency egress. Contractor shall use brightly colored cones, tape, signage, etc to alert building occupants.

2.1.10 The contractor may, with coordination with the government, stage a portable toilet.

(Porta Potty) near the work site..

2.1.11 The contractor shall mitigate excessive noise while working on modulars as well as mitigate/repair any damage. Modulars must be returned to their original condition including painting if damaged

2.1.12 The contractor shall coordinate the work schedule with the government and shall allow reasonable flexibility to deconflict schedule with special events and government holidays.

3.0 SECURITY:

3.1 ELECTRONIC SECURITY OF CONSTRUCTION DOCUMENT DATA. Contractor shall store all data on electronic systems with active access security protocols and limit access to those individuals who require a need-to-know, a record of all individuals with access to the data shall be maintained and provided to the government Special Security Office SSO, or the Site Security Officer/Manager (SSM) when requested. Contractor shall use one or more of the following for the electronic security of construction data: Encryption, password protection, dynamic watermarking, document right expiration, digital signatures and/or information rights management.

3.1.1 DISSEMINATION AND PHYSICAL SECURITY OF CONSTRUCTION/SHOP

DRAWINGS. Contractor shall limit the number of printed hard copy design/construction drawing sets in circulation to three (3); drawings shall be bound and kept in their entirety;

EXCEPTION, one of these sets is permissible to be broken out per sub-contractor discipline for their use, Contractor shall ensure document control is maintained, with system to register current document steward and protocols/training to ensure copies are not duplicated nor kept in unsecure locations. Contractor shall ensure hard copies and all portable storage devices containing the construction data are physically always secured. Drawings shall not be duplicated or photographed for reference/reproduction without explicit permission from the SSO. Contractor shall ensure all Contractor/Sub-Contractor printed drawings are turned over to the (SSO) and/or (SSM) at final project close-out or destroyed with official Certificate of Destruction provided. Disposal of drawings/portable storage devices into trash receptacles is strictly prohibited.

3.1.2 Contract personnel shall abide by all security regulations, policies, procedures, and guidance promulgated by the SSO and SSM regarding conduct, behavior, and security matters. Failure to adhere to such stipulations may result in the removal of the offending employee(s). If the contracting officer concurs with the removal of employee(s), all resultant costs shall be borne entirely by the primary contractor.

3.1.3 All onsite construction materials shall be controlled by the Contractor. All materials delivered to Bldg. 1, Peterson SFB, CO; shall be stored and secured at the construction site by contractor. Contractor must plan accordingly that all materials delivered will have the shortest wait time possible prior to installation. This will mitigate material storage times on work site. Contractor shall preclude access to the construction site and materials from unauthorized individuals. SSM can make periodic inspections of construction materials.

4.0 MATERIAL LISTS:

Contract shall provide shop drawings which will show drainage solution on rooftops as well as water diversion solution on the ground.

4.2 Contractor shall provide product data to include, but not limited to, Paint colors, Adhesives, Construction materials, Wielding materials, Fire/Acoustical product data Drainage solution materials

All product data will be provided IAW this performance work statement, within 10 calendar days of start. All item must receive government approval prior to use.

5.0 POST INSTALLATION INSPECTION:

5.1.1. Contractor and government shall conduct a Post-Installation Inspection after all work is complete. All leaks and mitigating construction shall be inspected for completion.

Post Installation Inspection shall be attended by contractor and government personnel.

6.0 CLOSE-OUT REQUIREMENTS:

6.1 PUNCH LIST/CLOSE OUT: All punch lists and punch list items shall be completed within seven (7) days of final inspection. Any items that cannot be completed within that period shall be addressed in writing by the contractor and submitted to the Contracting Officer. This correspondence will indicate the agreed to completion date.

6.4 The Contractor shall follow all Green Procurement mandates and submittal requirements. The government requires the use of recycled and recovered materials, bio-based products, energy, and water saving products, and environmentally preferable products.

6.3 Contractor shall dispose of all waste generated by this project according to all applicable regulations.

6.4 INFORMATION SOURCES:

6.4.1 The USSPACECOM Program Manager (PM) will be available throughout this project to provide technical information. The PM will provide all necessary documents and resources at the Contractor’s request. USSPACECOM POC is Arthur Tyson USSC/J4X, and can be reached at arthur.tyson.1.ctr@usspacecom.mil and (719) 552-1556.

6.4.2 Contractor may send digital material to contact shown above as needed for presentation and sharing purposes. If required, exterior photographs of modulars are authorized with prior SSO/SSM approval.

6.4.3 Contractor shall limit the use of Personnel Electronic Devices PEDS, in the vicinity of Bldg 1. This means contractor will ensure that cell phones and any other blue tooth enabled devices will remain off-site during working hours. PEDS may be used if outside of security gate and or within main parking area.

7.0 GENERAL INFORMATION:

7.1 ACCESS TO GOVERNMENT PROPERTY AND FACILITIES:

All contractors and sub-contractors will be vetted by the general contractor through e-verify prior to EAL submission. All contractors and sub-contractors will be vetted by the government prior to being allowed unescorted access to the construction site. The prime contractor will submit to the CO’s office a list of potential employees and identifying information. The prime contractor will provide the following employee information either in hard copy or electronically. Either format should have the appropriate Privacy Act warnings, and electronic files must be encrypted, or password protected.

Full first, middle and last name to include any aliases.

Date of birth and place of birth.

State identification or driver’s license number to include state of issue.

If not a U.S. citizen, nationality and Immigration and Naturalization Service number.

7.1.1 Government personnel will ensure potential employees do not have wants or warrants, that names do not appear on any federal watch lists, and that non-U.S. citizens are approved to work in the U.S. Workers who are citizens of countries listed on the Department of State’s Prohibited Countries Matrix (see below) and Security Environment Threat List (classified) will not be approved to work on this project. Upon completion of the vetting process, the government will notify the contractor via the contract security LNO in reference to employees that are cleared and which employees, if any, will not be allowed on the construction site.

7.1.2 CITIZENSHIP REQUIREMENT FOR PERSONS INVOLVED IN SCIF

CONSTRUCTION.

General construction of SCIFs must be performed by U.S. firms and may utilize U.S.

citizens or U.S. persons to include finishing work trades. “Finishing work” is defined as closing up wall structures; installing, floating, taping and sealing wallboards; installing trim, chair rails, molding, or floorboards; and painting.

7.1.3 Contractor shall provide an Entry Authority List (EAL) through the CO, via Construction Manager, for all workers to facilitate access to the workspaces. The EAL may be updated periodically through the project, but Contractor shall be aware that the list will take 3-5 working days to become updated through base Security Forces and USSPACECOM SSO. Former lists will be completely removed and only the new list will be processed. The assigned government escort will administer site security requirements to include identifying all contractors entering the construction site are on the entry authority listing (EAL) provided by 21 CONS and signed into the 1109 visitor log. Government escort will validate that no visitors are authorized entry unless they are on the EAL or are government officials assigned to the project (Government officials will show issued IDs to escort for verification). The government escort will review the visitor’s log/EAL upon assumption of daily duties as well as at the end of the shift/day to ensure all personnel at the site are authorized per the contract and that the site is secure at the beginning and end of each day of construction. Furthermore, the government escort will ensure prohibited items are not introduced into the area any items or personnel that are in question shall be immediately brought to the attention of the Contracting Officer and the Site Security Manager (SSM).

7.1.4 All spaces in and around the project shall always remain operational and worked around operational mission requirements to the maximum degree practical. Any work within the secure perimeter shall always require TS/SCI cleared government escorts, after the security certification of the space is complete.

7.2 PROJECT LOCATION: The Project Site is located at 150 Vandenberg St. Colorado Springs, Colorado. (Outside of Bldg 1 on north side)

7.3 HOURS OF OPERATION: Work for this contract shall be performed during normal duty hours (0730-1630) Monday – Friday.

7.4 FEDERAL HOLIDAYS: The following are recognized federal holidays. The contractor shall not work on these days, without permission from the Contracting Officer.

New Year’s Day Labor Day President’s Day Columbus Day Memorial Day Veteran’s Day Independence Day Thanksgiving Day Christmas Day Martin Luther King Juneteenth

7.5 BASE CLOSURES: Work scheduled by not accomplished because of base closure due to weather, exercises, or actual world events, will be accomplished as soon as possible after the reopening of the base.