SOW-_Rpr_Mult_Fac_Ext_Paint.pdf

STATEMENT OF WORK

REPAIR MULTIPLE FACILITIES, EXTERIOR PAINT

PROJECT NO.: DJCF182903

13 June 2018

146TH AIRLIFT WING

CHANNEL ISLANDS AIR NATIONAL GUARD, PORT HUENEME, CA

CALIFORNIA AIR NATIONAL GUARD

TECHNICAL PROVISIONS

TABLE OF CONTENTS:

DESCRIPTION OF SERVICES

SITUS OF WORK

PROJECT SPECIFIC REQUIREMENTS

GENERAL REQUIREMENTS

SUBMITTALS

CLOSEOUT DOCUMENTATION

1. DESCRIPTION OF SERVICES

1.1. Objectives: The purpose of this project is to paint & repair the exterior to multiple facilities

1.2. This statement of work describes contractor requirements for the project titled “Repair Multiple Facilities, Exterior Paint.” The contractor is responsible to furnish and install all labor and materials to complete the items listed in this Statement of Work. The contractor shall provide the government a complete and usable product at the completion of the project. All information included in this document, along with the instructions and standards referenced in the document, should be considered as part of the Statement of Work.

2. SITUS OF WORK

2.1. All work will occur at Channel Islands Air National Guard Station, 4146 Naval Air Road Port Hueneme, CA 93041

3. PROJECT SPECIFIC REQUIREMENTS

BASE BID

CLIN 001 – Facility 901, Security Forces: 9,632 SF CLIN 002 – Facility 1601, Vehicle Maintenance: 10,572 SF CLIN 003 – Facility 801, Mx Hgr – Admin East Portion: 7,434 SF CLIN 004 – Facility 802, Fuel Cell Hgr – Admin West Portion: 7,854 SF CLIN 005 – Facility 1209, Base Mobility Storage: 4,500 SF CLIN 006 – Facility 1500, Supply Storage: 3,000 SF CLIN 007 – Fifteen (15) Facility Number Signage Change: 54 New Numbers

3.1. For each CLIN below, the contractor shall:

CLIN 001 – Facility 901, Security Forces: 9,632 SF CLIN 002 – Facility 1601, Vehicle Maintenance: 10,572 SF CLIN 003 – Facility 801, Mx Hgr – Admin East Portion (Cement Plaster): 7,434 SF CLIN 004 – Facility 802, Fuel Cell Hgr – Admin West Portion (Cement Plaster): 7,854 SF CLIN 005 – Facility 1209, Base Mobility Storage: 4,500 SF CLIN 006 – Facility 1500, Supply Storage: 3,000 SF

3.1.1. Pressure wash entire exterior surface of facilities. Include windows, doors and vestibules that may not receive paint but are part of the facility.

3.1.2. Repair all existing damages in Stucco prior to painting. Re-Stucco shall match existing.

3.1.3. Remove loose paint and prepare surface for new paint per manufacturer’s recommendations.

3.1.4. Apply one coat of primer and two (2) coats of paint to all areas covered under this contract. Paint stucco walls with flat paint, doors and trim with gloss paint. Colors will be a stock color that most closely matches the existing paint color. All work performed and paint products supplied shall meet or exceed the specification listed in Attachment A.

3.1.5. Areas to be painted include:

3.1.5.1. All exterior walls.

3.1.5.2. Metal personnel doors and trims.

3.1.5.3. Louvered doors and trims.

3.1.5.4. Roll-up doors and trims.

3.1.5.5. Corner and edge guards.

3.1.5.6. Bollards within close vicinity of the facility.

3.1.5.7. Gutters and downspouts.

3.1.5.8. All exterior surface mounted rigid conduits and boxes; unless noticed otherwise.

3.1.5.9. Wall caps, roof ladders, vent louvers, gas line up to meter, transformers, fire riser, and backflow preventers.

3.1.5.10. Sunshades attached to facility walls.

3.1.6. Clean area and return it to its original condition. Remove all paint chips, debris and protective material. Repair damage to facilities and vegetation caused by painting per COR’s direction.

CLIN 007 – Fifteen (15) Facility Number Signage Change - 54 New Numbers

3.1.7. The Contractor shall:

3.1.7.1. Remove all exterior Facility Signage, Numbers only, from facility numbers identified below.

3.1.7.2. Furnish and Install new facility number signage in the same location to fifteen (15) facilities totaling 54 numbers.

3.1.7.2.1. Numbers will be “Helvetica 65 Medium Regular” Font, Black Anodized Aluminum with, dimensions to match existing lengths and depths of existing letters, typically 9” height ¾” – 1” Depth, refer to detail sheet.

3.1.7.2.2. Contractor shall field verify lengths prior to purchase.

3.1.7.2.3. Facility Numbers will be anchored to Stucco. Refer to detail sheet.

3.1.7.3. Clean, Prep, and Paint existing facility name signage IAW sections 3.1.3 &

3.1.4 of this SOW. Color will be Dunn-Edward Paints – Dark Engine (DE6350) or approved equal

3.1.7.4. Repair and paint existing stucco damaged by facility number installation.

3.2. The government must approve materials prior to installation.

3.3. Quantities: Quantities are provided to enhance contractors’ understanding of the magnitude of work required under this bid. Government-provided quantities shall not be used by contractors in establishing pricing. Contractors are responsible for making their own measurements in determining their bids for work under this project.

3.4. The contractor will possess a valid California “C‐33” Painting and Decorating Contractor license and be able to provide proof of competence in the area of commercial facility painting. The contractor may self-perform sections of the project.

3.5. All listed sub-contractors working for the contractor will possess the applicable California Contractors license.

3.6. Contractor shall maintain one usable entrance to project facilities at all times.

3.7. Contractor shall recover all wash water and dispose of it into the sanitary sewer.

Contractor will not allow the wash water to enter the base storm drains.

3.8. Performance Period: The contractor has 120 Days from the NTP to complete all work on the project. The NTP will be issued at the Pre-Construction Conference.

REMOVE # REPLACE WITH #

100 602

106 603

112 701

118 801

124 802

130 901

201 1203

204 1204

209 1209

107 1401

113 1402

119 1501

125 1502

131 1503

137 1601

4. GENERAL REQUIREMENTS

4.1. Contractor shall attend a Pre-Construction Conference. The Pre-Construction Conference will generally be scheduled after award. At a minimum, the contractor shall have their project manager and site superintendent attend the meeting. The Contractor shall provide the following documents at the Pre-Construction Conference.

4.1.1. Project Construction Schedule

4.1.2. Contract Schedule of Values

4.1.3. Safety Plan

4.1.4. Quality Control Plan

4.2. The contractor shall provide all tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) necessary to install, test, and repair facility safety items located at Channel Islands Air National Guard Base, Port Hueneme, California.

4.2.1. Any waste of excess material resulting from any contract requirement shall be removed and disposed of by contractor at a proper disposal site off Channel Islands Air National Guard Station. Disposal, discharge, deposit, dumping, spilling, leaking, or placing of any materials, wastes, effluents, trash, garbage, oil, grease, paint, chemicals, etc. If any waste material is dumped in unauthorized areas, the contractor shall remove the material, restore the area to the condition of the adjacent undisturbed site at contractor’s expense.

4.2.2. The contractor shall comply with all Air Force, OSHA, and building codes requirements that are abiding by the Federal government, and State of California.

4.2.3. Any additional work completed by the contractor without approval by the Contracting Office representative shall be at the contractor expense.

4.2.4. The contractor shall submit material approval form to the contracting officer within 10 days of contract notice to proceed date. No materials shall be ordered without material approval of the contracting officer and the base civil engineer.

4.3. GOVERNMENT FURNISHED PROPERTY AND SERVICES. The government will provide water, sewer and electrical connections. Unsecure outdoor storage area at the base is available and must be requested through the project manager prior to utilizing.

Secured storage is the responsibility of the contractor.

4.4. QUALITY CONTROL. Contractor shall develop and maintain a quality program to ensure work is performed as described in this Statement of Work and in accordance with all local, state and federal rules.

4.5. QUALITY ASSURANCE. The Government will maintain a Quality Assurance Program to ensure work is performed as described in this Statement of Work and in accordance with all local, state, and federal rules. The Project Manager will manage the Government’s QA program.

4.5.1. Periodic inspection of the work in progress will be accomplished by a representative of the government for the purpose of ensuring the contractor is conforming to the requirements of the statement of work as well as verification of conformance with all safety, environmental, and employment regulations, practices and guidelines.

4.5.2. A one hundred percent (100%) inspection of the finished product will be accomplished. This inspection will be a two part inspection consisting of a pre-final and a final inspection walkthrough by the contracting officer, contracting officer representative, safety, environmental, fire department, security, anti-terrorism officer, user, contract manager and a representative of the associated trades to be inspected.

4.5.3. Upon completion of the pre-final inspection, a pre-final inspection report will be prepared by the COR and forwarded to the contractor. All discrepancies noted in the pre-final inspection report must be corrected by the contractor to the satisfaction of the contracting officer within 10 days of receipt of the report.

4.5.4. The contractor will be held accountable for the successful execution of the project in accordance with the contract documents. Failure to meet the requirements of the contract may result in liquidated damages charged to the contractor at a pre-determined rate.

4.6. HOURS OF OPERATION. The hours of work shall be between 7:00 a.m. and 5:00 p.m.

Monday through Friday unless otherwise prescribed by this statement of work. Work shall not be performed on Weekends and Federal Holidays without prior coordination from the Project Manager. NOTE: No work shall commence without prior coordination with the Base Facility Manager and the government project manager. Work within each building shall not commence without prior coordination of the applicable building manger, the contractor, and government project manager.

4.7. The contractor shall schedule and arrange work with each building facility manager at least two (2) working days before beginning work in each building. The contractor shall make every effort to minimize the interference and effect on the government mission.

4.8. PRIOR TO ANY WORK STARTING ON A FACILITY, A MANDATORY WALK

THROUGH SHALL BE SCHEDULED AND ACCOMPLISHED WITH THE

GOVERNMENT PROJECT MANAGER OR CONSTRUCTION INSPECTOR FOR

EXPLANATION AND REQUIREMENTS OF WORK WITHIN EACH BUILDING.

4.9. BASE ACCESS. Base security personnel require that all personnel entering the installation are cleared for access. The contractor will provide first name, last name, driver’s license number and applicable vehicle data for all personnel accessing the base.

The contractor shall submit this information to the Project Manager NLT two working days prior to the date of required access. Personnel must maintain a valid driver’s license, vehicle registration and proof of insurance at all time while on the base.

4.10. MATERIAL SAFETY DATA SHEETS, AND LABELS. The contractor shall maintain a copy of the Environmental Protection Agency or State Registered Labels, plus Material Data Sheets for all paints, primers, solvents, inhibitors, or solutions used in connection with this contract; Material Data Sheets are also required for all hazardous materials defined in federal Standard 313c. Identical back-up copies of these documents shall be given to the Base Safety Officer and the Contracting Officer prior to the start of any work.

4.11. TECHNICAL COMPETENCE AND ABILITY. If requested by the Government, the Contractor shall provide proof of technical competence and experience in the area of expertise required by this Statement of Work. The contractor shall be prepared to submit documents providing proof of successful competence such as training certificate or accreditations from recognized industry leaders. Contractors shall also be prepared to provide proof of successful project experience through references of former clients in related project types.

4.12. DIMENSIONS AND QUANTITY. All dimensions and quantities provided in the Statement of Work are estimates only. They are provided as a courtesy for contractors to estimate the magnitude of work or materials necessary to complete a task. They are not intended to be final measurements. The Contractor is responsible for verifying all dimensions and quantities in the field prior to starting work.

4.13. WARRANTY. The contractor shall guarantee all workmanship and materials covered under this statement of work for a period of no less than 1 year from the date of project acceptance. This contractor’s warranty shall be included with any manufacturer’s warranties that accompany materials or systems installed as part of this statement of work.

4.14. CONTRACTOR MANPOWER REPORTING (CMR). The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Air Force collection site.

The contractor is required to completely fill in 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 calendar year.

Contractors may direct questions to the help desk at http://www.ecmra.mil/.

Unit Identification Code (UIC) for the Requiring Activity: F8S3CC

Issuing Office DoDAAC: W912LA

4.15. CONTRACTOR PAYMENT. Contractor shall submit an application and certificate for payment every 30 days or at the end of the performance period, whichever comes first.

4.15.1. The payment request shall include the following:

4.15.1.1. Contractor’s application for payment

4.15.1.2. Schedule of values

4.15.1.3. Contract progress report

4.15.1.4. Contract progress schedule

5. SUBMITTALS

5.1. All material approval submittals shall be forwarded to the COR and transmitted with an AF Form 3000. When submitting on a finish, texture or other material characteristic where a photograph is unacceptable, the Contractor shall provide a sample of the material for review and approval along with the product cut-sheet.

5.1.1. Paint Sample

5.1.2. Facility Number Signage

6. CLOSEOUT DOCUMENTATION

6.1. 10% Retainage will be released upon receipt of the following items:

6.1.1. Contractor workmanship letter of warranty up to one year.

6.1.2. Certificates of no debts to suppliers and vendors.

6.1.3. Electronic pictures showing the area before and after repair.

6.1.4. Recycling or Landfill proof of disposition document (if available).