1-Atch_1_SOW_21Mar2016.pdf

Attachment 1 – SOW

FY 16 Hayman Igloos, Hill AFB UT Revised 21 March 2016

STATEMENT OF WORK

FY 16 Hayman Igloos, Hill AFB

1. SUMMARY

The objective of this contract is to design and construct the Hayman-type Igloo Modular Storage

Magazines (MSM) at Hill AFB, Utah as described in this Solicitation (RFP) and to meet the operational requirements of the Air Force. Contractor is encouraged to attend the pre-proposal conference/ site visit before submitting their proposal. However, please note that not attending does not preclude a prospective offeror from submitting a proposal.

2. SCOPE OF WORK

Contractor shall provide all labor, materials, tools and equipment and Design-Build (DB) services necessary for design and construction of the complete operational facilities of this project FY16

Hayman-type Igloos at Hill AFB, UT. Design and construction shall include all architectural, civil, geo-technical, utilities, site improvements, electrical, demolition, intrusion detection, and communications work to support the necessary construction. Price proposal shall include the design and construction of nine (9) new properly sized and configured site-adapted earth covered concrete Hayman-type Igloo Modular Storage Magazines (MSMs) or “igloos” and the associated work as specified herein and wit hin A ppendix 1. In accordance with FAR 52.232-5(b)(2), the

Contractor may be authorized progress payment for precast panels and/or steel doors fabricated at a location not to exceed 50 miles of the project site. All other aspects of FAR 52.232-5 remain unchanged.

2.1 Design Work CLIN 0001: This is a design-build contract therefore the Contractor is required to perform design work prior to construction. Any design work shall be performed by a registered professional engineer (P.E.) or registered Architect (R.A.) in the discipline associated with that work. Any name-brand requirement listed in the technical specifications or drawings may be replaced with an “or approved equal” product.

Contractor shall provide design submittals as plans and specifications as listed in the RFP.

All design and construction shall conform to the current codes and requirements of the

RFP (Appendix 1).

Contractor shall utilize a geotechnical engineering firm to provide the geotechnical basis of design for foundations, pavements, retaining walls, utility earthwork, grading, and any other geotechnical related items. The design parameters and material requirements shall be used for producing drawings for construction and for editing applicable Unified Facility

Guide Specifications (UFGS) for earthwork, foundations, paving, and concrete features.

Contractor shall provide Geotechnical-related laboratory testing performed to support both design and construction.

The Contractor shall hire a licensed structural and/or civil engineer registered in the State of Utah to prepare the necessary contract documents for this project in addition to the

Engineer of Record (EOR). The EOR shall design the foundation and stamp final structural calculations and final structural drawings.

The Contractor shall utilize a registered electrical engineer. Electrical P.E. shall provide design studies and calculations for all facility spaces and loads. Electrical work in this project includes the construction of new electrical power, lighting, communication, intrusion detection, and lightning protection system inside and outside the new modular storage magazines (MSM) to comply with applicable UFCs, standards and codes.

Minimum electrical design includes underground primary feeders, pad-mounted switch, transformers, underground secondary feeders, distribution panels, lighting, receptacles, underground communications, phone lines, intrusion detection system, and all associated conduit, wiring, and connections for these systems. Provide all drawings and documentation required to install, operate, and maintain the building’s electrical systems.

Communications Systems Engineering and Design shall be performed by a BICSI

Registered Communications Distribution Designer (RCDD). The shop drawings shall be

Stamped and Signed by the RCDD certifying compliance with the applicable EIA/TIA standards as required. The RCDD shall design the Building Telecommunication Cabling

System (BTCS) for this facility. Specific Design criteria and requirements for this project are stated in Appendix 1.

2.2 Construction Work CLIN 0002:

The Hayman-type Igloos shall be constructed in accordance with the Box-Type Standard

421-80-08 (see Appendix 1) and as part of this contract design shall be submitted to, and approved by Department of Defense Explosives Safety Board (DDESB) for construction.

The Hayman-type Igloos shall be constructed within the Munition and Missile Storage

(MAMS) 1 area at Hill Air Force Base (HAFB), Utah in accordance with the criteria contained in the RFP (Appendix 1) and using industry standard materials and efficient practices. The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The project shall be compatible with the surrounding environment, and shall conform to the HAFB Architectural Compatibility

Standards. All work, associated amenities, and site improvements required by the contract shall be constructed within the project site and all required permits shall be obtained by the construction Contractor.

Minimum requirements to construct and site-adapt design of the igloos shall include but are not limited to stripping vegetation, demolition of existing concrete pads, providing access driveways, providing reinforced concrete aprons, providing utilities, providing lightning protection, providing site improvements, providing communications support, and providing any other necessary support utilizing conventional design and construction methods to accommodate the mission of the facility.

Demolition of Igloo Building 1475. Contractor shall remove and dispose of this building.

The Contractor shall include in their bid all prices for lead based paint abatement and asbestos abatement, and demolition. Lead based paint survey and ACM survey are included in Appendix 1. The Contractor shall be responsible to coordinate activities and schedule with the Hill AFB Environmental personnel as necessary for ACM and lead based paint abatement during the demolition of the building.

Contractor shall remove and dispose of concrete pads as shown. Contractor shall place concrete for concrete access drives; install backfill and graded swales as shown.

Contractor shall refer to Appendix 1 for additional details regarding administrative and technical requirements.

2.3 OPTION CLIN 1001:

Option #1- The Contractor shall provide additional 5,000 SF of concrete for turnaround between access drives as shown on attachment sheet C-141, Site Plan. Option will be awarded based on availability of funds. If option is exercised, the proposed shallow graded swale within the option footprint shall not be constructed.

3. SAFETY REQUIREMENTS

In addition to Section 01 35 26 of the specifications, all installation safety regulations shall be followed. Comply with the most current edition of USACE EM 385-1-1, and all applicable federal, state, and local laws, ordinances, criteria, rules and regulations including but not limited to 29 CFR

1910 and 29 CFR 1926.

4. AUTHORITIES STATEMENT

Only a warranted Contracting Officer (either PCO or ACO) acting within the scope of their warrant has the authority to modify the contract by changing the terms and conditions. If any individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the

Contracting Officer.

5. PROJECT SCHEDULE AND REPORTING

Normal Work Days are Monday through Friday, 0730 – 1600, except federal holidays. All work shall occur during Normal Work Days/Hours unless previously approved by the Contracting

Officer.

Contractor shall conduct weekly Project Meetings beginning with the week following the Initial

Design Conference. Contractor shall publish a meeting agenda no later than two business days prior to the meeting. Contractor shall record meeting minutes and publish them to all stakeholders the same day as the meeting. Minutes shall capture relevant discussions on each topic. Critical items affecting project delivery shall be identified and moved to the front of the agenda. Closed items shall be maintained at the end of the current minutes for reference.

The Contractor shall report ALL Contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for USACE. The Contractor is required to complete all required data fields using the following web address:

http://www.ecmra.mil/.

Reporting inputs will be for the labor executed during the period of performance during each

Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each http://www.ecmra.mil/ calendar year. Contractors may direct questions to the help desk at help desk at:

http://www.ecmra.mil.

6. SECURITY

Contractor shall follow all security requirements for base access. All Contractor and subcontractor personnel will need to obtain badges for all access on base from the security office.

AT Level I Training: All Contractor employees, including subcontractor employees, requiring access to Army installations, facilities, or controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date. The Contractor shall submit certificates of completion for each affected Contractor employee and subcontractor employee to the COR (or to the Contracting Officer) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at https://atlevel1.dtic.mil/at.

The Contractor shall be responsible for the coordination of work performed by their employees and all subcontractors. The Contractor shall inspect all work areas prior to bidding. It shall be the

Contractor’s responsibility to verify all current record drawings prior to the start of any and all design and /or construction work. The Contractor shall be responsible for the coordination and proper relationship of this work to the building premises and thoroughly familiarize themselves with all details of the work and working conditions, to verify all dimensions in the field, and advise the ACO of any discrepancies before performing any work.

Contractor is responsible for maintaining the site and all other Contractor controlled areas in such a manner as to minimize the risk of injury or accident to site personnel or others who may be in the area. Contractor is also responsible for furnishing an identification badge/card to each individual working on the site.

See Appendix 1 for more details regarding security requirements.

7. WARRANTY

See FAR 52.246-21

8. LIQUIDATED DAMAGES

See FAR 52.211-12

9. SOLICITATION POINTS OF CONTACT (POC)

Gregory Treible, Contract Specialist, Greg.L.Treible@usace.army.mil

10. POST-AWARD POINTS OF CONTACT

To be identified at the time of award.

http://www.ecmra.mil/ https://atlevel1.dtic.mil/at

APPENDICES

Appendix 1 –FY 16 Hayman-type Igloos RFP