Attachment_1_-_Statement_of_Work_(SOW)_Dated_17_Dec_2013_-_Design-Build_Repair_Roof_B1025.pdf

MHMV120218

DESIGN/BUILD STATEMENT OF WORK

FOR

DESIGN/ REPAIR ROOF B1025

17 December 2013

KIRTLAND AIR FORCE BASE, NEW MEXICO

TABLE OF CONTENTS

1.0 SCOPE

2.0 DRAWING AND SPECIFICATION STANDARDS

3.0 SCHEDULE

4.0 DESIGN SERVICES

5.0 CONSTRUCTION

1.0 STATEMENT OF WORK.

1.1 GENERAL DESCRIPTION: The Contractor shall furnish all services, materials, supplies, equipment, investigation, studies, specifications, drawings, and supervision as required in connection with this Statement of Work (SOW), and all furnished and referenced design instructions.

1.1.1 PROJECT SPECIFICS:

Project Number: MHMV120218

Project Title: DESIGN/ REPAIR ROOF B1025

Customer: AF/A2-FSO

1.2 GENERAL SCOPE OF SERVICES: It is the Government's intent to issue a Contract for design and construction in accordance with Federal Acquisition Regulations (FAR) for the project identified in this Statement of Work. The CONTRACTOR will be responsible for preparing working drawings and specifications. This Statement of Work identifies the services required to complete the project. The drawings/specifications shall incorporate the applicable scope of work contained in the attached AF 332.

This project will be located at B1025, Kirtland Air Force Base (KAFB), New Mexico, (NM). The existing pitched, metal roof has exceeded its useful life. The primary goal of this project is to furnish and install a new, Standing Seam Roof (SSR) system over the existing system, anchoring it to the existing steel structure below. Comply with the latest version of the NRCA (National Roofing

Contractors Association) Roofing & Waterproofing Manual, as dictated by UFC 3-110-03. (Current UFC’s are available at http://www.wbdg.org). This project includes, but is not limited to, the following:

Design a retro-fit, SSR system for Building 1025.

o New roof and substrate shall not exceed 2.3 pounds/ square foot (psf).

o SSR to be minimum 22 gauge (Ga.) Galvalume steel with KYNAR 500 finish or approved equal.

o SSR profile to be 1-1/2” deep snap-together type (Sunsteel “Sunsnap” or approved equal).

Upon AF acceptance of the final design, install new roof system as follows:

o Remove and store existing Lightning Protection System (LPS), antennae, and any mechanical flues and appurtenances prior to new roof installation. Erect antennae for use during construction per direction of User.

o Install plywood or OSB substrate over existing roof system, anchoring to existing structural purlins in accordance with the approved design.

o Install minimum 90# roofing felt vapor barrier.

o Install SSR and associate flashing, trim, and accessories, to include continuous gutters with downspouts along North and South edges of roof.

o Reinstall and re-certify LPS.

o Reinstall all antennae, flues, and other appurtenances removed at project start.

o Install eight each 2’ X 6’ skylights over a portion of the West end of the building.

Provide a 20 year no-dollar-limit (NDL) manufacturer’s warranty to include materials. A two year installer’s warranty shall be included as well as the manufacturer’s warranty.

Descriptions of the project are provided solely for the purpose of revealing the general nature of the work involved. The place of performance shall be at KAFB, NM.

A. Provide all labor, materials and equipment as required to produce a complete project.

1. DESIGN CONSIDERATIONS:

a. The Contractor shall utilize available as-built drawings, maps and other information provided as the basis of the design for the proposed project.

b. The Contractor shall be responsible for obtaining additional information required to execute the design. This may include creation of as-builts, site measurements, surveys, tests, and other material necessary to provide Contractor with an adequate basis for design.

c. Contractor is responsible for identifying suspect hazardous waste to the greatest extent possible. At present, the Government is unaware of any HAZMAT conditions for this project. However, in the unlikely event asbestos, lead or PCB is suspected, the contractor is to immediately notify the Government. As testing and abatement is not “pre-priced,” the government will issue a formal Request for Proposal under FAR 52.236-2, Differing Site

Conditions, to determine cost for testing and subsequent abatement, if applicable. A formal, funded modification will definitize the necessary contract action. A Suspension of Work

(52.242-14) may or may not be issued. In the event that sampling and testing are included in this contract, the Contractor will be responsible for sampling and testing of suspected materials. Any finishes damaged as a result of sampling shall be repaired by the Contractor.

d. The design shall be in accordance with this Statement of Work and all pertinent KAFB requirements.

e. The Contractor shall field verify any as-built, site survey, geotechnical information or other information that may have been provided by the Government.

f. The design documents will require the acceptance of the Government prior to construction.

2. DEMOLITION: Provide Demolition drawing(s) showing removal of LPS, antennae, and other items as required.

3. ARCHITECTURAL: Provide Roof drawing(s) showing extent of new roofing and insulation, repair or replacement of curbs and other appurtenances, as well as details showing flashing, ridge closure, terminations, fastening methods, seam treatment, and connections from existing to new construction.

4. CIVIL: NA

5. LANDSCAPE: NA

6. STRUCTURAL: Provide Connection details showing the installation of the new system to existing structure, as well as calculations to validate the loading parameters given in paragraph

1.2.

7. MECHANICAL: Provide Suitable plans and details to show disconnection/reconnection details for any mechanical ductwork, piping, or equipment to be removed and reinstalled as part of the roof repair.

8. ELECTRICAL: Provide Suitable drawings and details to show disconnection/reconnection of

LPS.

9. FIRE PROTECTION: NA.

10. COMMUNICATIONS SYSTEMS: Provide Suitable drawings and details to show disconnection/reconnection of antennae.

B. Schedule the design phases with the following considerations:

1) Contractor shall provide 95%, 100% and Final 100% design submittals in accordance with Table 3.2.

2) There will be Base Maintenance Contractor (BMC) scheduled 95% and 100% review conferences at

Kirtland AFB after Government comments have been provided to the contractor.

3) Upon Government approval of the 95% Design, the Contractor shall provide the 100% Design

Submittal in accordance with the performance period identified in Section 3.1.

4) Upon Government approval of the 100% Design, the Contractor shall provide the Final 100%

Design Submittal in accordance with the performance period identified in Section 3.1.

5) The 100% final design must be signed and sealed by a Professional Architect.

2.0 DRAWING AND SPECIFICATION STANDARDS.

(ALL SUBMITTAL DOCUMENTS MUST BE MARKED “U//FOUO”)

2.1 CONTRACT DRAWINGS.

2.1.1 Drawings shall be prepared in AutoCAD.

2.1.2 Drawings shall be delivered in accordance with section 3.2.

2.1.3 Full size drawings shall be 24" x 36." Reduced drawings shall be 11" x 17".

2.1.4 All applicable base activity representatives will sign Final drawings. The project architect/engineer will stamp, date, and sign all final drawings, prior to final base representative signatures.

2.2 SPECIFICATIONS:

2.2.1 Specifications shall be delivered at each review stage in accordance with Section 3.2.

2.2.2 Specifications shall be written according to Unified Facility Guide Specifications (UFGS) format. Note: Reference Specifications provided by the Government are for content only, and shall be re-written in UFGS format prior to inclusion in Contract Documents.

3.0 DELIVERY SCHEDULE:

3.1. The schedule for delivery is in calendar days. Calendar days for each requirement extends from the date of completion of each design review, except as otherwise noted. Percentages below apply to the completed submittal package. NA indicates that referent Submittal will not be required.

REQUIREMENT No. of Days

AFNWC/PZIC Contract Award (NTP)

1 day

Type A (Concept) Submittal NA

Type A (Concept) Review NA

Type B, Preliminary Design Submittal (35%) NA

Type B, Preliminary 35% Submittal Review NA

Type B, Preliminary Design Submittal (65%) NA

Type B, Preliminary 65% Submittal Review NA

Type B, Preliminary Design Submittal (95%) 28 days

Type B, Preliminary 95% Submittal Review 14 days

Type B, 100% Design Submittal 14 days

Type B, 100% Design Review

14 days

Type B, 100% Final Design Submittal

7 days

Final Government Review/ Drawing Approval

14 days

Preconstruction Conference, Submittals, Submittal

Review

21 days

Material Lead Time (Estimate – may vary depending on supplier, economic conditions, products chosen, etc.)

28 days

Construction Period

28 days

Final Inspection

1 days

TOTAL Number of Days

169 days

Note: Contractor, Sub-Contractors, Vendors, etc. shall not retain any copies, of any type, of the construction documents after project completion.

3.2 SUBMITTAL QUANTITIES (See 4.0 for individual project requirements)

SUBMITTAL DESCRIPTION No. of Copies-

Deliverables for each phase may be combined on the same CD

Type A Design – NA

35% DESIGN – NA

65% DESIGN - NA

95% DESIGN

Drawings in PDF format (Combine all drawing sheets into a single PDF)

2 (CD)

Drawings in DWG format 2 (CD)

Full-Size Drawings (D) NA

Specifications in PDF format 2 (CD)

Design Analysis in PDF format 2 (CD)

Construction AF66 (Excel) 2 (CD)

Estimated Construction Schedule (MS Project, Hard Copy) 2 ea.

100% DESIGN

Drawings in PDF format (Combine all drawing sheets into a single PDF)

2 (CD)

Drawings in DWG format 2 (CD)

Metal Roof Samples – Min. 6” X 6” 2 ea.

Specifications in PDF and Word formats 2 (CD)

100% FINAL DESIGN

Full-Size Drawings (Sealed Original w/1 copy) 1 Set

Drawings in PDF format (Combine all drawing sheets into a single PDF)

2 (CD)

Drawings in DWG format 2 (CD)

Metal Roof Samples – Min. 6” X 6” 2 ea.

Specifications (sealed original w/1 copy – 3 ring bound) 1 Set

Specifications in PDF and Word formats 2 (CD)

(ALL SUBMITTAL DOCUMENTS MUST BE MARKED “U//FOUO”)

4.0 DESIGN SERVICES

4.1 TYPE A – CONCEPT STUDY: NA

4.2 PRELIMINARY DESIGN (35%): NA

4.3 PRELIMINARY DESIGN (65%): NA

4.4 PRE-FINAL DESIGN (95%): The Contractor shall submit a pre-final design package that will include, as applicable, deliverables described in in Section 2.0.

4.5 100% DESIGN: The completed (100%) design will include, as applicable, deliverables described in Section 2.0.

4.6 FINAL 100% DESIGN: The final 100% design will include all drawings and specifications with all comments and corrections incorporated. Upon 100% Drawing and Specification Approval, one complete set of Construction Documents will be delivered to the AF/A2-FSO.

5.0 CONSTRUCTION

5.1 PROJECT COORDINATION

5.1.1 All work shall be coordinated with the User and KAFB Civil Engineering (CE).

5.2 Interference. The least interference possible to the normal activities in the remaining areas of the facility and the neighboring facilities, surrounding streets and parking areas shall be accomplished.

5.2.1 The Vehicle Scale to the South of Building 1025 must remain operational throughout construction.

5.3 OWNER OCCUPANCY. The project shall be coordinated with the User to minimize conflict and to facilitate User's operations.

5.3.1 The project shall be executed at a secure building. Interior and exterior site access shall be coordinated with the A2/FSO Site Security Manager (SSM) prior to access to the facility or surrounding compound.

5.3.2 No photography shall be permitted without prior approval from AF/A2-FSO SSM. There will be no exceptions to this.

5.3.3 The Contractor shall ensure that no part of the building exterior remains unsecured or vulnerable to weather at any time during construction. Unfinished work shall be completely secured and weathered in at the end of each work day. The Contractor will be responsible for any loss incurred due to inadequate weather or security protection during construction.

5.4 STAGING, STORAGE AND PARKING

5.4.1 Construction staging and storage shall be determined during the construction phase if not noted otherwise in the contract documents. Materials for this project shall be stored as determined in the pre-construction meeting.

5.4.2 Parking shall be only in designated parking spaces identified by AF/A2-FSO SSM. Parking is not allowed on sidewalks or grass areas.

5.4.3 Construction shall not commence without prior coordination with AF/A2-FSO SSM.

5.5 AVAILABILITY OF SITE.

5.5.1 Work days are defined as 8-hour duty days of Monday through Friday, excluding Federal holidays.

5.5.2 Normal hours of operation are 7:00 AM to 4:00 PM. Project will be accomplished during normal working hours, unless specifically required by the Government, or requested by the

Contractor and approved by the Government as such in the contract.

5.5.3 Holidays. The following holidays are observed and are not considered duty days: New Years

Day, Martin Luther King, Jr. Day, Presidents Day, Memorial Day, Independence Day, Labor

Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

5.5.4 Due to the nature of business conducted at the facility, the Contractor may be required to stop work on occasion during normal working hours. Contractor is to notify the Contracting Officer and KAFB Civil Engineering of any delays. Compensation will be determined on a case-by-case basis.

5.6 SITE PROTECTION, CLEANUP, AND DIFFERING SITE CONDITIONS

5.6.1 Site Maintenance and Cleanup. Contractor shall ensure that all adjacent property, buildings and contents are protected from dust, dirt, runoff, falling debris, and other damages resulting from project activities. This shall include ensuring the project site is wetted down to settle dust and debris.

5.6.2 Restroom Facilities. Contractor shall provide portable restroom facilities for construction personnel.

5.6.3 Replace or repair. Contractor will replace or repair all existing adjacent finished surfaces, utilities, equipment, products, vegetation, and structures or parts thereof that have been damaged or removed to perform the work.

5.6.4 Cleanup. Contractor shall ensure that all non-recyclable trash, debris, refuse, garbage, etc. is taken off base and disposed of in a safe and legal manner. All recyclable and non-recyclable materials shall be removed from the site daily. Work area shall be sweep and cleared of construction debris daily, to include screws, hardware, metal scraps, packaging, etc.

5.6.5 Final cleanup. Contractor shall ensure that the project site is completely clean before the project final walk-through. All new materials shall be properly cleaned and shall be free of scuffs, dirt and dust. Areas surrounding the construction site shall also be cleaned of any dirt or dust.