ATTACHMENT_3_-_Specs_Combined_Paint_Exteriors.pdf

DEFENSE DISTRIBUTION DEPOT SAN JOAQUIN

PAINT EXTERIORS OF WAREHOUSES

16A, 16B, 22 AND 28

SPECIFICATIONS

PAINT EXTERIORS OF WAREHOUSES 16A, 16B, 22 AND 28

PROJECT TABLE OF CONTENT

DIVISION 01 – GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 02 – EXISTING CONDITIONS

02 83 13 LEAD IN CONSTRUCTION

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISIONS 3, 4, 5, 6, 8, 10 THRU 17 – NOT USED

SECTION 01 00 00 Page 1 of 5

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 -GENERAL

1.0 SAFETY AND H E A L T H PROGRAM: To ensure the Defense Distribution Depot San Joaquin (DDJC) maintains a viable Safety and Occupational Health Program, Contractors shall maintain on site a written Safety and Occupational Health plan which meets all applicable Federal, State and local laws and regulations. Contractor shall designate/identify a person as the Safety and Occupational Health representative. The contractor shall:

1.1 Maintain a written plan (as applicable) that may include topics as, respiratory protection, hazard communication, protective equipment and clothing, medical surveillance, industrial hygiene, documentation of inspections, surveys and vision and hearing process and results of physicals and evaluations.

1.2 Notify the Contracting Officer’s Representative (COR) of any adverse safety and occupational health conditions. Mishaps involving contractor employees shall be reported to the Safety Office and COR immediately. A report will be given to t h e COR within five (5) working days after accident occurrence.

1.3 In coordination with the COR, the Depot Safety, and Occupational Health staff inspections, surveys, assessments and audits will be conducted of the Contractor's Safety and Occupational Health programs and processes on an unannounced basis. The frequency shall be at the option of the Safety Office.

2.0 HOURS OF WORK: Contractor's working hours, which do not require a power outage, will coincide with working hours of DDJC, a normal five (5) day, forty (40) hour week, Monday through Friday, from 7:00 A.M. to 3:30 P.M., except Federal holidays.

Federal holidays are those days officially observed by the Federal Government. Saturday holidays are observed on the preceding Friday and Sunday holidays the following Monday. New Year's Day, Martin Luther King Day, President's Day, Memorial Day, July Fourth, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, Christmas Day, and any other day as may be declared by the President to be a Federal holiday.

3.0 TRAFFIC AND SECURITY R E Q U I R E M E N T S : Persons employed in performance of this contract, shall be subject to Security Regulations of DDJC. These regulations pertain to the following subjects:

a. Rules of the Road

b. Vehicle Registration requirements

c. Personnel Entrance requirements

d. Observation of "For Official Use Only" operations and associated restriction of discussing and writing about these operations.

Each Prime Contractor, Supervisor, Employee, must have in their possession, at time of registering, the following:

a. Current State Driver's License

SECTION 01 00 00 Page 2 of 5

b. Current Vehicle Registration

c. Certificate of Insurance for "Company Vehicle" or a current insurance policy giving an "expiration date" for those privately owned vehicles.

Without this information Contractor's vehicle and or employees will not be allowed entrance. Additional information may be obtained from the Pass & ID Office, Bldg. 29A, Tel: (209) 839-4302.

4.0 CONTRACTOR - VISITOR BADGES:

4.1 Contractors will apply for badges at the Security Operations Pass & ID Office, Building 29A. Contractors may be required to submit security form DD Form 3988-2, National Agency Questionnaire (NAQ), for all proposed superintendents and/or foremen at least one (1) week prior to initiation of work and prior to badges being issued. This form may be obtained at the Pass & ID Office. When applying for a badge, Contractor and subcontractor personnel must present a driver’s license or another identification card with a photograph, and a copy of the contract. Badges will be issued to and worn by supervisors and/or foremen who will be responsible for the conduct of their crew while on DDJC.

4.2 A minimum of one week prior to entry and initiation of work on DDJC, the prime Contractor is to submit a list of all prime and subcontractor employees including any other personnel required to perform work on DDJC during the contract performance period.

The list is to be submitted to both the Contracting Officer's Representative (COR); as well as the Pass and ID Office, Building 29A. If personnel are added or changed during the contract performance period, a revised list is to be submitted prior to any new employees' arrival for work. Security may refuse entry to employees not on the employee list.

4.3 Badges will be issued for the contract performance period. A check will be made periodically by the Security Off ice on the status of these badges. Normally, on projects longer than one month a badge will be issued to the prime Contractor's and subcontractor's superintendent or foremen. Normally, on projects of one month or less a badge will be issued only to the prime Contractor's superintendent. The Security Office may approve additional badges on service contracts and on particularly large or complex construction projects.

4.4 All prime Contractor and subcontractor employees will be required to sign in the first day at t he Pass & ID Office, Building 29A. During the contract performance period, a Contractor employee with a badge will be required to escort employees without badges between the gate and the project site.

4.5 Suppliers, vendors, or other one-time or occasional visitors do not need to be escorted to the project site; however, a Contractor employee with a badge must notify the Security Officer at the gate. Notification will be done on the day of the visit, and include the name of the company and the nature of the visit. Security may refuse entry without this notification.

4.6 All expired or unnecessary badges will be returned to the issuing office. The Contractor agrees to pay a replacement fee of $22.00 for each badge not returned.

SECTION 01 00 00 Page 3 of 5

5.0 SUBCONTRACTORS: Within 14 days from date of award, successful Contractor will furnish to Contracting Officer a listing of all subcontractors to be utilized under resulting contract.

6.0 DISCOVERY OF UNIDENTIFIED MATERIALS OR OBJECTS: The potential exists due to the historical nature of the Tracy site active military support, for the discovery of hazardous materials such as, explosives, chemical (gas) weapons and toxic contaminants, during excavation and demolition operations.

6.1 Any suspect material or unidentified objects found during construction activities shall be assumed hazardous. Excavated soils with unusual appearance or odor shall be considered suspect.

6.2 Site workers shall immediately secure in a safe condition any equipment being operated and leave the area of the material or object. Do not approach, examine or move the material or object.

6.3 The discovery shall be reported immediately to the Depot Fire Department by calling *911. (Outside phone line emergency numbers to the Depot Dispatch Center is 209-839-4302.)

7.0 PLANNED UTILITY OUTAGES: All utility outages shall be as short duration as possible. Outages shall be scheduled and approved, with COR, as far in advance as possible, but no later than 72 hours before outage. Contractor shall obtain in writing, from COR, a statement or schedule giving permissible times of outages for particular installations and maximum time allowed for each.

8.0 FIRE PROTECTION:

8.1 Contractor shall comply with Life Safety Code, NFPA 101, NFPA 30 and NFPA 70, and follow procedures below:

8.1.1 Require employees to familiarize themselves with nearest alarm box, telephone and fire extinguisher.

8.1.2 Assure employees do not smoke in unauthorized areas.

8.1.3 Report all fires to the Fire Department, even if already extinguished.

8.1.4 To report a fire, activate nearest fire pull box, call Fire Department on fire phone or business phone by dialing *911.

8.1.5 Depot fire extinguishers or hoses shall not be removed for any purpose other than for emergency use.

8.1.6 Open fires are not permitted.

8.1.7 Post Indicator (Pl) valves in water distribution systems will not be operated by any contractor or employee without approval from Fire Department.

SECTION 01 00 00 Page 4 of 5

8.1.8 No person shall knowingly maintain a fire hazard.

8.1.9 Hot Work permits shall be issued, on a daily basis only by the Fire Department to qualified welders only. Provide a minimum of 24 hours advance notice to ensure availability of inspector. At least 15 minutes prior to any welding or burning operation, contractor personnel shall apply to Fire Department for an inspection of work site and have an approved fire extinguisher provided by the Contractor and an employee who will be assigned for fire watch duty at work site. An inspection of completion of welding, cutting, brazing, tar melting, or blow torch operation will be done by fire watch at end of each shift inside and outside of building or work site. Welding site shall be at least 35 feet radius of any combustible materials.

8.1.10 A fire extinguisher must be within ten (10) feet of fire watch at all times.

8.1.11 Materials required for work will be stored in a manner such as not to impede access to building or structure, at least twenty (20) feet from all buildings, fifteen (15) feet from fire hydrants, and clear of marked fire lanes. Flammable liquids containers shall not exceed sixty

(60) gallons at any time. Open flames or smoking will not be permitted in flammable or combustible liquid storage areas at any time.

8.1.12 Only safety gas cans with spring cover which functions as 5 psi relief valve, flame arresters capable of withstanding heat without failing and listed in Underwriters’ Laboratories or Factory Mutual (5 gallon maximum capacity) will be utilized.

8.2 The following procedures shall be followed for refueling operations:

8.2.1 Smoking is prohibited anywhere flammable liquids are stored, handled, or used within 100 feet.

8.2.2 Proper fire extinguishers will be on hand at all times.

8.2.3 Combustibles shall be kept at least 25 feet away.

8.2.4 All containers of flammable liquids shall be plainly marked.

8.2.5 When refueling, all other equipment shall be turned off.

8.2.6 Refueling shall be done when engines are cooled.

8.2.7 Refueling will be done before starting work in the mornings.

8.2.8 Fueling operation will be attended by qualified Contractor personnel at all times.

8.2.9 Only equipment in a safe operating condition, will be used for any fuel handling operation.

8.2.10 Gasoline or diesel fuel will not be siphoned from vehicle for use in other vehicles, or for any other purpose.

8.2.11 NO smoking in buildings. Smoking allowed ONLY in designated smoking areas.

Smoking on roofs is prohibited.

SECTION 01 00 00 Page 5 of 5

8.2.12 Funnel will be used during fueling operations to avoid spilling of fuel.

8.2.13 Vehicles or equipment will not be refueled inside buildings or on roofs of buildings.

9.0 CONTRACTOR SUBMITTALS: All required submittals shall be submitted to the Contracting Officer within 14 days after Notice to Proceed is issued, unless otherwise indicated.

End of Section

PAINT EXTERIOR SURFACES OF WAREHOUSES 16A, 16B, 22 AND 28

SECTION 01 11 00 Page 1 of 9

SECTION 01 11 00

STATEMENT OF WORK

Contractor is to furnish all labor, material, equipment, transportation, supplies and supervision necessary to paint the exterior surfaces of Warehouse 16A, 16B, 22 and 28, Defense Distribution Depot San Joaquin.

1.0 Exterior Painting of Warehouses 16A, 16B, 22, and 28.

1.1 Paint the exterior surfaces of Warehouses 16A, 16B, 22, and 28, including surface preparation, primer (where needed), and 2 finish coats of paint.

1.1 Exterior surfaces shall include but not limited to: concrete walls, loading dock walls, exposed metal gas piping, exposed metal piping, metal gutters, metal downspouts, louvers, metal railings, and dock stairs, wood trims, wood doors, metal sidings, metal pipe bollards, metal ladders, metal personnel doors and frames, metal trims, wooden cargo doors, wood window frames, canopies, adjoining metal structures and sprinkler system piping under canopies.

1.2 Sliding and cargo doors shall also be painted. Cargo doors that do not need painting are as follows:

a. Warehouse 16B West – Door Numbers 19, 29, 35 and 49

b. Warehouse 16A East – Door Numbers 2, 4, 6, 8, 10, 14, 24, 30, 32, 34 and 38

c. Warehouse 22 West – Door Number 5

1.3 Repaint fire department connections (FDC) markings with red paint (4” wide lines and FDC lettering).

1.4 Repaint existing cargo numbers at each cargo door.

1.5 Repaint Building Numbers

1.6 Replace damaged caulking and sealant.

1.7 Replace abrasive strips at concrete dock strips.

1.8 Remove and dispose of lead-based paint, as required from surface preparation

1.9 Paint

1.9.1 Paint products shall be as specified in Section 09 90 00, Paints and Coatings. A field color shall be applied to most concrete walls and canopy ceiling. Trim colors shall be applied to cargo and personnel doors, fascia boards, gutters, flashing, window and door frames and wood trims.

SECTION 01 11 00 Page 2 of 9

All existing yellow painted surfaces (rails, floor markings, dock bumpers, etc.) including cargo doors, shall be painted the same color. All other existing cargo doors colors shall be painted the same.

1.9.2 Paint Colors

1.9.2.1 Field Color: Federal Standard number 36495

1.9.2.2 Trim Color: Federal Standard number 35526 or 35125 to match paint surfaces that will not be painted such as new cargo doors

2.0 Work Involving Lead-Based Paint (LBP)

2.1 Work includes engineering controls that may be necessary for surface preparation of materials to be repainted, or demolition/removal of materials, that are coated with LBP. The lead-containing paint are under the current paint surfaces that were painted in 2000 (Warehouse 16 and 22), and 2005 (Warehouse 28).

2.2 Lead test results: See attachments, Field Analysis for Suspect Lead Paint Bulk Sample Collected from the DLASJ Tracy, Warehouse 16, Exterior, 14 June 2017; Field Analysis for Suspect Lead Paint Bulk Sample Collected from the DLASJ Tracy, Warehouse 22, Exterior; 14 June 2017; Field Analysis for Suspect Lead Paint Bulk Sample Collected from the DLASJ Tracy, Warehouse 28, Exterior, 27 June 2017.

2.3 Removal and Disposal of Wood Bumpers, Steel Angles and Anchor Bolts. Existing loading dock and cargo door wood bumpers, including steel angles and anchor bolts that are coated with lead-based paint, shall be removed, wrapped in 6 mil plastic, and properly disposed of. The following locations have wood bumpers:

Warehouse 16B – West Side

Remove and dispose of existing wood bumper, 6x8, with steel angle protection, L4x3x1/4, including anchor bolts. Wood bumper and steel angle are coated with lead-based paint.

1. Sections 1 thru 4 up to the adjoining metal structure, along loading dock: Approx. 910’

2. Section 5, south end, along the 4 sides of the platform: Approx. 190’ LF

3. Platform, North end of 16B: Approx. 37’- 8” x 29’

Warehouse 16A – East Side

1. Sections 1 thru 5, up to the north side of the metal structure, along loading dock:

Approx. 822’.

2. Section 5, from the south side of the metal structure to the south end of the loading dock: Approx. 106’

SECTION 01 11 00 Page 3 of 9

Warehouse 22 –East Side

1. Platform on the North Side of Office Bubble: Approx. 197’ L x 10’ w

2. Platform on the South Side of Office Bubble: Approx. 197’ L x 10’ w

Warehouse 22 – West Side

1. Sections 1 thru 5, along loading dock: Approx. 972’

Warehouse 28 – West Side including anchor bolts.

1. Sections 5 and 6, along loading dock: Approx. 128’

2. Sections 7 and 8, along loading dock: Approx. 44’

Warehouse 28 – East Side including anchor bolts.

1. Section 5 along loading dock: Approx. 79’

2. Sections 1 thru 3, along loading dock: Approx. 166’

3. Platform E-W side: Approx. 48’

3.0 Solar Panels

3.1 Solar Panels are located at the following locations:

a. Warehouse 16A – Bays 1 thru 5, (East side): Mean Panel Height 11’- 9”

b. Warehouse 16B – Bays 3 and 4 (West side): Mean Panel Height 7’ - 10”

– Bay 5 (South end): Mean Panel Height 11’- 1.75”

c. Warehouse 28 – Bays 5 thru 8 (East side): Mean Panel Height 8’- 2”

– Bay 8 (South side): Mean Panel Height 23’ - 5”

– Bay 4A (South side): Mean Panel Height 13’- 7”

3.1.1 Solar Panels are not to be painted and shall be protected from paint splatter or from any damage caused by painting.

4.0 Sheet Metal Gutters and Downspouts and Copings with Kynar PVDF Finish

4.1 Existing sheet metal gutters, downspouts and copings are Kynar PVDF finish. Select proper finishes from a broad range of coating types that are compatible with Kynar PVDF finish to achieve

SECTION 01 11 00 Page 4 of 9 substrate protection, adhesion and appearance. Ensure proper surface preparation and application and professional painting of the surface are implemented.

4.2 Prior to repainting, the entire surface being refinished, surfaces must be cleaned of any surface contamination or poorly adherent coating. Surface preparation and coating types shall be in accordance with manufacturer’s recommendations or directions.

5.0 Pre-Paint Schedule: The awarded contractor must present the COR with a painting schedule that provides planning details concerning the areas to be painted, approximate number of staff and access hours needed for that section. The DDJC COR will work out an agreed upon timetable for access and order of painting based on the contractor’s submitted schedule.

6.0 Surface Preparation: Practice standard recommendations in regard to preparation of surfaces to receive paint and application of paint itself. Procedures shall include, but not necessarily be limited to, the following:

a. Cleaning - Clean down and remove oil, grease and loose foreign matter, including, mold mildew, dirt and corrosion products, etc. in a manner which causes neither undue damage to the substrate nor damage to, or contamination of, the surroundings or the paint system to be applied;

b. Glossy Surfaces - Adequately scuff and/or solvent or chemically etch as appropriate to provide satisfactory adhesion for subsequent paint coats;

c. Filling – See paragraph 9.0.

d. Drying - Unless otherwise specified, ensure that surfaces are cured before applying additional coats of paint;

e. Tape non-painted surfaces adjacent to areas of painting to ensure that no brush or roller marks appear on doors, wood frames, or stone floor and skirting. Place painting canvas and tarps to prevent drip marks or spills onto floors.

f. All painted surfaces are to present a clean and even appearance with no evidence of poor workmanship. Finished paint surfaces shall be free from sags, wrinkles, drips and other defects or imperfections.

g. Do not paint over dirt, dust, scale, grease, moisture or conditions detrimental to the formation of a durable and acceptable finish.

6.1 Pre-Paint Sample: The awarded contractor must paint a 1m x 1m test patch of the nominated finished paint color for approval by the COR. Once approved the contractor can proceed with the agreed upon painting schedule.

6.2 The Contractor shall perform all services in accordance with international professional standards of skill, care and diligence adhered to by reputable firms and shall conform to accepted professional practices.

6.3 Paint Material:

The contractor shall only use premium quality lines from approved manufacturers and subject to approval by the COR. No products containing lead shall be used on this project. Primers, SECTION 01 11 00 Page 5 of 9 sealers, undercoats - Ensure that primers, sealers and undercoats are suitable for the substrate and compatible with the finish coat and each other;

6.4 Paint Application:

a. Wet Paint Warning - Place notices and do not remove until paint is dry.

b. Finish - Ensure each coat of paint is uniform in color, gloss, thickness and texture and free of runs, sags, blisters, visible roller marks, or other discontinuities;

c. Final paint shall be applied in two coats and according to the instructions of selected finish color paint. Allow each coat to harden for the drying time (or time between coats) recommended by the manufacturer;

7.0 WORK AREA AND PROTECTION

a. Before painting in any section of the building, use drop sheets and masking tape wherever necessary to protect finished work or other surfaces liable to damage during painting, as noted in preparation.

b. Affix painter’s tape around windows or door frames and other areas to protect surfaces that should not be painted.

c. Ensure all surfaces that are not to be painted are protected. There shall be no excess paint on the floors, walls, glass, etc. and if so, the contractor shall completely remove excess paint without damage or discoloration to the surface.

d. Provide “Wet Paint” signs to protect newly painted finishes. One day after completion of painting, the contractor shall remove and discard of all wet paint signs.

Walls designated for painting and those not required will be confirmed onsite during the walk through.

8.0 PAINT TYPES AND SPECIFICATIONS

a. Where Standard Specifications describe and define the standards required for specific materials, the materials used in the works shall conform to all applicable requirements of the relevant standard specification. Use only premium quality lines from approved manufacturers. Use only unadulterated paint except as per manufacturer directions. Do not combine paints from different manufacturers. Use only the type and quantity of thinners recommended by the paint manufacturer.

b. Provide finish coats, which are compatible with prime and undercoat paints used.

c. Provide barrier coats over incompatible primers or remove and reprise as required.

d. Do not apply paints when surrounding temperatures and the paint manufacturer exceeds humidity conditions beyond that recommended. Do not store or mix paint in areas or on surfaces liable to damage.

9.0 FILLING

All holes, cracks and marks should be repaired with fillers, sealant, putties or grouting cements as appropriate for the finishing system and substrate, and treat to achieve the required finish in

SECTION 01 11 00 Page 6 of 9 accordance with industry standards before painting. Tint the filler to match substrate if the finish is transparent. Walls should be wiped down as necessary before painting.

10.0 WORKMANSHIP STANDARDS

a. Care shall be taken to ensure that the base surfaces are properly prepared and that the materials are used correctly. Where approved Codes of Practice are applicable, the workmanship and procedures described by the relevant Codes shall be regarded as the minimum standard acceptable.

b. Store and apply paint in accordance with the manufacturer’s directions and the methods nominated. Use applicators and techniques best suited for the type of material being applied.

c. "Ridging" at roller overlaps shall not be permitted. Apply finish as heavily as possible without running to provide a uniform finish and color free from brush marks, hairs and other imperfections. Paint surfaces behind permanently fixed equipment or furniture.

Finish exterior painted doors on tops, bottoms and side edges the same as the exterior face.

11.0 REMOVE EQUIPMENT

a. Prior to surface preparation and painting operations, remove or move equipment, hardware, hardware accessories and anything that may interfere with the painting task.

After work, completion reinstall all removed items.

b. Exceptional care must be taken to assure tidiness of work. Suitable temporary covers, masking, drop sheets, drapes and/or barriers shall be provided and maintained effectively where necessary to protect equipment or other finishes that are to be painted or not to ensure what they are not exposed to paint and put at risk. These are to be removed when the protection is no longer required.

c. Carefully remove and reinstate paint splatters from adjacent surfaces. Upon completion of the work all paint cans, other materials, containers, debris and protective coverings shall be cleaned up and removed from site and the Contractor shall leave the area in a clean, neat, and orderly condition satisfactory to the Contracting Officer Representative.

NOTE: Any damage caused by the Contractor or his contractors is to be made good at the Contractor’s expense.

12.0 GENERAL REQUIREMENTS

12.1 Contractor shall verify all dimensions prior to ordering materials and performing the work.

12.2 The job site shall be left in a clean and orderly condition during construction, and all construction debris and excess material shall be removed upon completion of the job.

Contractor shall not use Government trash cans, dumpsters, or other waste receptacles.

12.3 All work shall comply with the specifications.

12.4 All activities that may include disturbance of lead containing materials shall be performed within the regulations set forth in Federal OSHA 29 CFR 1926.62, 29 CFR 1919.1025 and California OSHA 8CCR 1532.1, and Title 17 CCR Standards.

SECTION 01 11 00 Page 7 of 9

12.5 Construction shall be in compliance with all applicable local, state and federal standards.

12.6 Disposal of materials that are coated with lead-based paint shall be disposed of according to the requirements of specification Section 01 57 20.00 10, General Environmental Controls.

12.7 Contractor is subject to all Defense Distribution Depot San Joaquin Health and Safety Regulations and DLA security requirements.

12.8 Disposal of any building materials that are coated with lead containing paint must be disposed of per the requirements from the DS-FJ Installation Support Environmental Office.

13.0 SUBMITTALS

Submittals are required for all materials to be utilized and/or installed and shall be in compliance with the specifications. All submittals shall be approved prior to commencement of work.

Submittals are identified in the specifications and Submittal Register. Submittals shall also include but not limited to:

a. Task specific: Quality Control Plan, Hazard Analysis and Safety/Health Plan

b. Construction schedule/coordination effort.

c. Paint schedule listing each material cross-referenced to specific paint and finish system and application. Identify by manufacturer’s catalog number and general classification.

Include product data.

d. Samples of finishes type and color on specified materials for verification.

14.0 PROJECT SCHEDULE AND TIME CONSTRAINTS:

All work shall be completed within 210 calendar days after contract award/NTP of the task order. The time stated for completion includes final clean-up of the premises. The work will be performed during normal working hours on Monday – Friday, 0700 – 1600. However, some work may be scheduled for after hours or weekend on a need to basis.

15.0 CONTRACTOR PROVIDED MATERIALS: The Contractor shall supply everything necessary for the execution and completion of the work including paint, brushes, rollers, drop sheets, fillers, sealants, scrapers, thinners, tints, color charts, painters tape (not masking tape), ladders and scaffolding. Site preparation and installation performance shall be in accordance with building codes and standards.

16.0 WORK STANDARDS AND QUALIFICATIONS: This Statement of Work requires the awarded contractor to provide qualified tradesmen to accomplish each varying trade discipline requirements.

17.0 WARRANTY: The contractor shall provide 12-month warranty to start upon date of invoice that covers all painted wall finishes that the contractor must correct at no additional cost any discrepancies of workmanship, or color fading caused by product or application.

18.0 SITE PREPARATION AND CLEANING UP: The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. Before completing the work, the Contractor shall remove the work and premises any rubbish, tools, SECTION 01 11 00 Page 8 of 9 scaffolding, equipment, and materials that are not the property of the Government. Unsightly materials and debris including excess materials, garbage, and equipment should be removed as required; while materials should be scheduled for delivery only as required for immediate use.

19.0 SECURITY REQUIREMENTS: Upon award of contract, the contractor must furnish details of all staff that will be onsite. The details will be inclusive of:

a) Full Name

b) Position

The DLA San Joaquin reserves the right to refuse entry to any or all contractor personnel. Each contractor personnel must have a valid identity card. Access to the buildings will only be by prior, approved schedule.

20.0 PRECONSTRUCTION MEETING

Prior to the start of work, a meeting will be held with the contractor, Contracting Officer, warehouse personnel, DLA Installation Support project engineer and inspector to discuss matters of mutual interest concerning the task order, security conditions, work schedule, safety, welding permits, and other matters pertinent to work accomplishments will be discussed in the meeting.

Contractor is subject to all Defense Logistics Agency (DLA) health and safety regulations and requirements.

21.0 POINTS OF CONTACTS (POC’S)

DLA Installation Support:

Vivien Malazo Project Engineer (209) 839-4238 Douglas Betz Contracting Officer’s Representative (COR) (209) 839-4232 Joseph Orpilla Alternate COR (209) 839-4522

22.0 AUTHORITIES

No person other than the Contracting Officer has the authority to make any changes to this contract action that impact cost or schedule. Authority from the Contracting Officer to the contractor to make changes that impact cost or schedule will be in the form of an official, signed modification.

23.0 FINAL INSPECTION

A final inspection of the interior painting work shall be performed with the contractor, Contracting Officer, and representatives from the warehouses and installation support office.

PAINT EXTERIORS OF WAREHOUSES 16A, 16B, 22, and 28

SECTION 01 33 00 Page 1 of 13

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236- 21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

• Certificates of insurance.

• Surety bonds.

• List of proposed subcontractors.

• Construction Progress Schedule.

• Submittal registers; G.

• Schedule of values.

• Health and safety plan.

• Work plan.

• Quality control plan.

• Environmental protection plan.

SD-02 Shop Drawings

• Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

• Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

• Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

• Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

• Samples of warranty language when the contract requires extended product warranties.

SD-05 Design Data

SECTION 01 33 00 Page 2 of 13

• Calculations, mix designs, analyses or other data pertaining to a part of the work.

SD-06 Test Reports

• Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

• Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

• Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

• Investigation reports.

• Daily checklists.

• Final acceptance test and operational test procedures.

SD-07 Certificates

• Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

• Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

• Confined space entry permits.

SD-08 Manufacturer’s Instructions

• Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer’s Field Reports

• Documentation of the testing and verification actions taken by manufacturer’s representative to confirm compliance with manufacture’s standards or instructions.

SD-10 Operation and Maintenance Data

• Data that is furnished by the manufacturer or the system provider to the equipment operating and maintenance personnel. This data is needed by operating and data personnel for the safe and efficient operation, maintenance and repair of the item.

SD-11 Closeout Submittals

• Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism

1.1.3 Approving Authority

Office or designated person authorized to approve submittal.

1.1.4 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems

SECTION 01 33 00 Page 3 of 13 incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only or as otherwise designated.

1.3 USE OF SUBMITTAL REGISTERS (FORM 4288)

1.3.1 Government-Supplied Information

Submittal Registers (Form 4288) will be delivered to the Contractor by the Government in electronic file format. A copy of this form is provided at the end of this section and is labeled Table 1. The Submittal Registers will have the following fields completed, to the extent that will be required by the Government during subsequent usage:

Column (c): Lists Specification Section submittal is required. This listing is only to facilitate locating submittal requirements. Do not consider entries in column (c) as limiting project requirements.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-04, Drawings), and provides a brief description of the submittal item(s) required.

Column (e): Lists the Paragraph Number that the submittal requirement is established under within the Specification Section listed for each submittal item described in Column (d).

Column (f): Indicates the review classification of each submittal.

Submittal items marked "G" in Column (f) must be submitted and receive Government review and approval.

Submittal items that leave Column (f) blank do not require Government review and approval are for information only.

Prepare and maintain submittal register as the work progresses.

1.3.2 Contractor Use of Submittal Registers

The Contractor shall provide and maintain the following information on each Submittal Register:

Column (a): Indicate the Contractor’s Activity Number in accordance with the Contractor’s approved Project Schedule.

Column (b): Indicate the Contractor’s Transmittal Number in accordance with the numbers assigned to Submittal Transmittal Forms (ENG Form 4025, described herein).

Columns (g) through (r):

• Provide information in Columns (g) through (r) upon submission (or re-

SECTION 01 33 00 Page 4 of 13 submission) to the Government for review.

• Complete Columns (m) through (p) using information provided on Submittals returned by the Government upon completion of review.

1.3.3 Contractor Action Code and Approving Authority Action Code Entries shall be by letter designation and shall be assigned as follows:

“A” – Approved “B” – Approved except as noted.

“C” – Approved except as noted, resubmit.

“D” – Will provide comments under separate correspondence “E” – Not approved “F” – Receipt Acknowledged “FX” - Receipt Acknowledged but does not meet contract requirements “G” – Other

1.3.4 Copies Delivered to the Government

Deliver one (1) copy of updated Submittal Registers to Government with each invoice request.

Deliver in electronic format unless a paper copy is requested by Contracting Officer.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

QC organization shall be responsible for reviewing and certifying that submittals are in compliance with Contract requirements. Approving authority on submittals is QC Manager unless otherwise specified for specific submittal. At each "Submittal" paragraph in individual specification sections, a notation "G," following a submittal item, indicates that the Contracting Officer (or his/her designee) is the approving authority for that submittal item.

1.4.2 Constraints

1.4.2.1 Submittals listed or specified in this Contract shall conform to provisions of this Section, unless explicitly stated otherwise.

1.4.2.2 Submittals shall be complete for each definable feature of work; components of definable feature interrelated as a system shall be submitted at same time.

1.4.2.3 When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

1.4.2.4 Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

1.4.3.1 Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential

SECTION 01 33 00 Page 5 of 13 requirements to resubmit.

1.4.3.2 Except as specified otherwise, allow review period, beginning with receipt by Approving

Authority, which includes at least 15 working days for submittals for QC Manager approval and 20 working days for submittals for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from QC organization. Period of review for each re-submittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to Government.

1.4.4.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost saving.

In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

1.4.5.1 Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

1.4.5.2 Transmit submittals to QC organization in accordance with schedule on approved

Submittal Register, and to prevent delays in the work, delays to Government, or delays to

SECTION 01 33 00 Page 6 of 13 separate Contractors.

1.4.5.3 Advise Contracting Officer of variation, as required by paragraph entitled

"Variations."

1.4.5.4 Correct and resubmit submittal as directed by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

1.4.5.5 Furnish additional copies of submittal when requested by the Contracting Officer.

1.4.5.6 Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

1.4.5.7 Ensure no work has begun until submittals for that work have been returned as "Approved," or

"Approved as Noted", except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government's Responsibilities

When approving authority is Contracting Officer, the Government will:

1.4.6.1 Note date on which submittal was received from QC manager, on each submittal for which the

Contracting Officer is approving authority.

1.4.6.2 Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

1.4.6.3 Identify returned submittals with one of the actions defined in paragraph entitled "Actions

Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

“A” – Approved – no comments are provided for submitted item. Acceptable as is.

“B” – Approved except as noted on submittal. Submission is acceptable with comments added by reviewer. These comments would typically be a suggested change that may or may not be made, at the contractor’s discretion.

Resubmission is not required.

“C” – Approved except as noted on drawings. Submission is acceptable with comments added by reviewer. These comments represent required changes by the reviewer. In general, the submission is acceptable with the exception of the items identified in the submission.

Resubmission is required.

“D” – This review indicates that there are enough comments on the submission that additional correspondence beyond what is normal in this review process is required. No disposition is made on the submission. This would typically require a resubmission based on the outcome of the additional correspondence.

“E” – The submission is NOT approved. This will always be accompanied by an explanation as to why the submission is disapproved. Resubmission is required.

SECTION 01 33 00 Page 7 of 13

“F” – Receipt Acknowledged – means that the submission is neither approved nor disapproved.

Items submitted are for information and do not require concurrence.

“FX” - Receipt Acknowledged but does not meet contract requirements – means that the submission is neither approved nor disapproved, however, a warring is provided to alert the contractor that the item submitted does not meet contract requirements.

“G” – Other – is a catch-all for any other type of disposition that is not listed above.

This rating is always followed by an explanation of the rating and what the reviewer’s expectations are for the contractor.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project (ENG FORM 4025). The transmittal form shall identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

• Project title and location.

• Construction contract number.

• Section number of the specification section by which submittal is required.

• Submittal description (SD) number of each component of submittal.

• When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

• Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

1.6 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.6.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.6.2 Information Only

SECTION 01 33 00 Page 8 of 13

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.7 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.8 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. The Contractor shall make all corrections required by the Contracting Officer, obtain the Designer of Record's approval when applicable, and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. Any "information only" submittal found to contain errors or unapproved deviations from the Solicitation or Accepted Proposal shall be resubmitted as one requiring "approval" action, requiring both Designer of Record and Government approval. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.9 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment for materials incorporated in the work will be made if all required Government approvals have not been obtained. No payment will be made for any materials incorporated into the work for any conformance review submittals or information only submittals found to contain errors or deviations from the Solicitation or Accepted Proposal.

1.10 GENERAL

The Contractor shall make submittals as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures shall be English standard units.

Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) System Manager, and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken.

SECTION 01 33 00 Page 9 of 13

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's or manufacturer's, drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.11 SUBMITTAL REGISTER (FORM 4288)

1.11.1 A copy of the Submittal Register form is provided at the end of this section and is labeled Table

1. The set of Submittal Registers that are provided with the contract documents were…