Attachment_2_Specifications_and_SOW,_Fill_Firewall_Penetrations,_Warehouses_16A,_16B,_17,_19_and_56.pdf~RF3a5809.TMP

FILL FIREWALL PENETRATIONS,

WAREHOUSES 16A, 16B, 17, 19 AND 56

Specifications

July, 2018

Defense Distribution Depot San Joaquin, CA Tracy, CA 95304

Fill Firewall Penetrations, Warehouses 16A, 16B, 17, 19 and 56

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 10 STATEMENT OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20.00 10 GENERAL ENVIRONMENTAL CONTROLS

01 78 00 AS-BUILT DRAWINGS

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 37 13 SHOTCRETE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

01 00 00 GENERAL REQUIREMENTS

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 full time Safety person as the Site Safety and Health Officer (SSHO). 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 the 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.

1.4 SITE SAFETY AND HEALTH OFFICER (SSHO): The Contractor shall provide a full time Safety person at the project site to function as the Site Safety and Health Officer. The SSHO or an equally qualified designated representative/alternate shall be at the work site at all times to implement and administer the Contractor’s safety program and Government accepted Accident Prevention Plan. The SSHO’s training, experience and qualifications shall be in accordance with EM 385—1-1, paragraph 01.A.17, Site Safety and Health Officer (SSHO), and all associated paragraphs. The SSHO must ensure the requirements of EM 385-1-1, section 1 and 29 CFR 1926.16 are met for the project.

2.0 SITE PROJECT SUPERINTENDENT: The site project superintendent shall maintain a physical presence at the site at all ties, except as otherwise acceptable to the Contracting Officer, and shall be responsible for all construction and construction related activities at the site.

2.1 CONTRACTOR QUALITY CONTROL (CQC) SYSTEM MANAGER: The Contractor shall identify as the CQC System Manager an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The site project superintendent may be designated as the CQC System Manager for this project.

3.0 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)

SECTION 01 00 00 Page 2 of 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. Work days or hours may be adjusted, as approved by the Contracting Officer, in cases where the contract work will adversely affect depot employees and Government operations.

4.0 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

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.

5.0 CONTRACTOR - VISITOR BADGES:

5.1 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.

5.2 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

SECTION 01 00 00 Page 3 of 5 employees not on the employee list.

5.3 Badges will be issued for the contract performance period. A check will be made periodically by the Security Office 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.

5.4 All prime Contractor and subcontractor employees will be required to sign in the first day at the 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.

5.5 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.

5.6 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.

6.0 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.

7.0 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.

7.1 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.

7.2 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.

7.3 The discovery shall be reported immediately to the Depot Fire Department by calling 911 for phones on the depot. (Outside phone line emergency number to the Depot Dispatch Center is 209-839-4302.)

8.0 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.

SECTION 01 00 00 Page 4 of 5

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.

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:

SECTION 01 00 00 Page 5 of 5

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.

8.2.12 A 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

Section 01 11 10 Page 1

SECTION 01 11 10

STATEMENT OF WORK

07/18

PART 1 GENERAL

Contractor is to furnish all labor, material, equipment, transportation, supplies and supervision necessary to fill the penetrations in the firewalls of Warehouses 16A, 16B, 17, 19 and 56, Defense Distribution Depot San Joaquin.

1.1 FILL FIREWALL PENETRATIONS, WAREHOUSES 16A, 16B, 17, 19 AND 56

1.1.1 Holes in the firewalls less than 12"

1.1.1.1 Fill opening in the firewall of Warehouse 16A:

Exterior wall, 8" thick reinforced concrete, 4 hour fire rating. 8" dia.

hole. Remove existing material and fill with concrete. Paint concrete to match adjacent surfaces. (One location)

1.1.2 Penetrations in firewalls greater than 12" wide:

Build temporary dust enclosure around openings and tunnels. Roughen surfaces for all sides of walls and floors. Dowel 48" long, #6 reinforcing steel into 6" deep holes with epoxy at 12" on center each way. Reinforcing steel shall conform to ASTM A615, 60 ksi. Form and fill openings and tunnels with 4,000 psi, normal weight concrete or shotcrete.

1.1.2.1 Fill openings and tunnels in the firewalls of Warehouse 16A

1.1.2.1.1 Steel openings:

Firewall, 8" thick reinforced concrete, 4 hour fire rating. Remove 4'W x 6'H steel openings, 4' long (approximately). Remove fire sprinkler piping for openings and cap off ends with Schedule 40 fittings. Fill openings with reinforcing steel and concrete or shotcrete. Paint concrete to match adjacent surfaces. (Two locations)

1.1.2.1.2 Concrete tunnels:

Firewall, 8" thick reinforced concrete, 4 hour fire rating. Remove fire sprinkler piping for tunnels and cap off piping with Schedule 40 fittings.

Remove concrete tunnel walls and roofs for tunnels that do not support equipment. Remove existing chain link door and accessories or barriers blocking tunnels. Remove existing bollards at entrances. Fill tunnel with reinforcing steel and concrete or shotcrete. Repair walls and floor after removal of tunnel walls and roofs. Paint concrete to match adjacent surfaces. (Three locations)

1.1.2.2 Fill Firewall Penetrations, Warehouse 16B

1.1.2.2.1 Steel openings:

Section 01 11 10 Page 2

Firewall, 8" thick reinforced concrete, 4 hour fire rating. Remove 6'W x 7'H steel opening, 10' long, and 5'W x 5'H steel opening, 5' long (approximately). Remove fire sprinkler piping for openings and cap off ends with Schedule 40 fittings. Fill openings with reinforcing steel and concrete or shotcrete. Paint concrete to match adjacent surfaces. (Two locations)

1.1.2.2.2 Concrete tunnel:

Firewall, 8" thick reinforced concrete, 4 hour fire rating. Remove fire sprinkler piping for tunnel and cap off piping with Schedule 40 fittings.

Concrete tunnel walls and roofs are to remain. Remove guardrail in tunnel.

Fill tunnel with reinforcing steel and concrete or shotcrete. Paint concrete to match adjacent surfaces. (One location)

1.1.2.3 Fill Firewall Penetrations, Warehouse 17

1.1.2.3.1 Steel openings:

Firewall, 8" thick reinforced concrete, 4 hour fire rating. Remove 4'W x 4'H (approximate) steel openings, 4' long. Cables and trays to remain and through the firewall. Remove fire sprinkler piping for openings and cap off ends with Schedule 40 fittings. Fill openings with reinforcing steel and concrete or shotcrete. Paint concrete to match adjacent surfaces. (Two locations)

1.1.2.4 Fill Firewall Penetrations, Warehouse 19

1.1.2.4.1 Fire door removal:

Firewall, 8" thick reinforced concrete, 4 hour fire rating. Remove fire doors, 4'W x 4'H, and accessories on both sides of firewall. Fill opening with reinforcing steel and concrete or shotcrete. Paint concrete and repairs to match adjacent surfaces. A depot employee shall escort the contractor while working in Warehouse 19. (One location)

1.1.2.4.2 Wall opening for overhead tunnel crossing:

Firewall, 8" thick reinforced concrete, 4 hour fire rating. Remove wire mesh over opening, 5'W x 12'H (approximate) and 1'W x 2'H (approximate), and framing around wall openings. Fill openings with reinforcing steel and concrete or shotcrete. Paint concrete and repairs to match adjacent surfaces. A depot employee shall escort the contractor while working in Warehouse 19. (One location with two openings)

1.1.2.5 Fill Firewall Penetrations, Warehouse 56

1.1.2.5.1 Steel openings: Firewall, 2@8" thick reinforced concrete with a 4" seismic separation, 8 hour fire rating. Remove 6'W x 8'H (lower opening) and 5'W x 7'H (upper opening) steel openings, 10' long for both openings.

Remove fire sprinkler piping for openings and cap off piping with Schedule 40 fittings. Fill openings with reinforcing steel and concrete or shotcrete.

Paint concrete to match adjacent surfaces. (One location with two openings)

Section 01 11 10 Page 3

1.2 GENERAL REQUIREMENTS

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

1.2.2 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.

1.2.3 Toilet Facilities: Government toilet facilities will not be available to Contractor's personnel. Provide and maintain minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes.

1.2.4 All work shall comply with the specifications.

1.2.5 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.

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

1.2.7 Disposal of materials shall be disposed of according to the requirements of specification Section 01 57 20.00 10, General Environmental Controls.

1.2.8 Contractor is subject to all Defense Distribution Depot San Joaquin health and safety regulations and DLA security requirements.

1.3 SUBMITTALS

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

1.4 PROJECT SCHEDULE AND TIME CONSTRAINTS

1.4.1 All work shall be completed within 150 calendar days after contract award/NTP of the task order. The time stated for completion includes final clean-up of the premises. All work shall be accomplished during normal work hours, Monday through Friday, 7:00 A.M. to 3:30 P.M., except, as approved by the Contracting Officer, in cases where the contract work will adversely affect depot employees and Government operations.

1.5 PRECONSTRUCTION MEETING

1.5.1 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.

Section 01 11 10 Page 4

1.6 POINTS OF CONTACT (POCS)

1.6.1 DLA Installation Operations:

Richard Horiuchi, Project Engineer, (209) 839-4524 Joseph Orpilla, Contracting Officer’s Representative (COR), (209) 839-4522 Douglas Betz, Alt. Contracting Officer’s Representative (Alt. COR), (209) 839-4232

1.7 AUTHORITIES

1.7.1 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.

1.8 FINAL INSPECTION

1.8.1 A final inspection of the firewall repair work shall be performed with the contractor, Contracting Officer, and representatives from the warehouse, fire department and installation support office.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

-- End of Section --

Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

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 used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator'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 are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).issuance of contract notice to proceed or commencing work on site or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

Section 01 33 00 Page 2

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) 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, systems or equipment for some portion of the work.

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

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. Unless specified in another section, 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 logs and checklists.

Section 01 33 00 Page 3

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the 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 manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS) concerning impedances, hazards and safety precautions.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD- 01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

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.

Section 01 33 00 Page 4

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.2 For Information Only

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.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form in Appendix B ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, 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:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

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

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

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

1.5.3 Format for SD-02 Shop Drawings

Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required.

Section 01 33 00 Page 5

Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

Submit drawings in PDF format.

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified

Section 01 33 00 Page 6 organization's test methods and that the item complies with the specified organization's reference standard.

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

Submit manufacturer's instructions prior to installation.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit two copies of submittals of shop drawings requiring review and approval only by QC organization and two copies of shop drawings requiring review and approval by Contracting Officer.

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 Number of Samples SD-04 Samples

a. Submit two samples of each required item. One approved sample or set of samples will be retained by approving authority.

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit three copies of O&M Data to the Contracting Officer for review and approval.

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit two sets of administrative submittals.

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and

Section 01 33 00 Page 7 specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Column (f): Indicate approving authority for each submittal.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.8.1 Use of Submittal Register

Submit submittal register as an electronic database, using submittals management program furnished to Contractor. Submit with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

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]1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields[ in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.8.4 Action Codes

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

1.8.4.1 Government Review Action Codes

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, except as noted on drawings; resubmission required"; "Resubmit"

"D" - "Returned by separate correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"X" - "Receipt acknowledged, does not comply with contract requirements"; "Resubmit"

1.8.4.2 Contractor Action Codes

NR - Not Received

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AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

1.8.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.9 VARIATIONS

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

1.9.1 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).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

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

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.9.3 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.

1.9.4 Review Schedule Extension

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

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1.10 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. 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 resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from QC Manager.

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

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Two copies of the submittal will be retained by the Contracting Officer and two copies of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.11.1 Review Notations

Contracting Officer review will be completed within 7 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

Section 01 33 00 Page 11

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR 52.243-4 Changes, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.13 APPROVED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates 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 or acceptance 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 design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work.

After submittals have been approved or accepted 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.

1.14 APPROVED SAMPLES

Section 01 33 00 Page 12

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.15 WITHHOLDING OF PAYMENT

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.

1.16 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

Section 01 33 00 Page 13

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

For design-build construction, both the Contractor Quality Control System Manager and the Designer of Record are to stamp and sign to certify that the submittal meets contract requirements.

Not Used

Not Used

Section 01 42 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

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PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

38800 Country Club Drive Farmington Hills, MI 48331-3439 Ph: 248-848-3700 Fax: 248-848-3701 E-mail: bkstore@concrete.org Internet: http://www.concrete.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://www.astm.org

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Fax: 301-837-0483 Internet:…