PMV203-specs1_-.pdf

MAJOR MAINTENANCE AND REPAIRS

RICHMOND HEIGHTS BUILDING

AT

U.S. COAST GUARD

CEU MIAMI

MAIMI, FL

PROJECT NO. 6035040

OCTOBER 2016

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117TH AVENUE

MIAMI, FLORIDA

33177

PRINTED ON 27 April 2017

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS

01 32 00 PROGRESS SCHEDULE

01 33 00 SUBMITTALS

01 45 00 QUALITY CONTROL FOR MINOR CONSTRCUTION

DIVISION 06 – WOOD AND PLASTICS

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 65 10 SOLID SURFACE FABRICATIONS

DIVISION 07 – THERMAL AND MOISTURE

07 91 26 SEALANTS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 41 00 ALUMINUM STOREFRONT

08 56 71 BULLET RESISTANT WINDOWS

08 71 00 DOOR HARDWARE

DIVISION 09 – FINISHES

09 30 00 TILING

09 51 13 ACOUSTICAL PANEL CEILING

09 65 19 RESILIENT PLANK FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 67 23 RESINIOUS FLOORING

09 77 00 PREFINISHED PANELS - INTERIOR

09 90 00 INTERIOR PAINTS AND COATINGS

DIVISION 10

10 21 00 COMPARTMENTS AND CUBICALS

10 51 00 LOCKERS

10 52 20 FIRE EXTINGUISHERS

DIVISION 21 – FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 – PLUMBING

22 00 00 PLUMBING SYSTEMS

DIVISION 23 – HVAC

23 03 00 BASIC MECHANICAL MATERIALS EQUIPMENT AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

APPENDIX

Appendix “A”: Photos – Existing Conditions Appendix “B”: Recommended Work Practice for Removal of Vinyl Flooring Appendix “C”: Renovation Asbestos Survey Appendix “D’: US Coast Guard Heraldry

End of Table of Contents

MAJOR MAINTENANCE AND REPAIRS RICHMOND HEIGHTS BUILDING PROJECT NO. 6035040

SECTION 01 11 00 - PAGE 1 OF 6

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

1.1.1 The work includes furnishing all labor, supervision, equipment, materials, and tools to reconfigure the interior spaces in the Civil Engineering Unit Building in Miami, Florida.

1.1.2 In absence of product specifications, provide products appropriate for the installation, complete and functional with standard accessories. Follow manufacturer’s installation instructions and recognized industry practices and publications.

1.1.3 Provide fixtures, material and equipment manufactured in the US.

1.2 BASE BID

1.2.1 The completion of this project shall include work as indicated below and in the drawings and specifications and related HVAC and plumbing, fire protection and electrical work:

a. Relocation of the existing furniture and equipment (including GYM equipment) to accommodate the new work in an offsite area as indicated on sheet G01.

1. Photograph existing furniture condition and document existing damage prior to relocation.

2. Document the condition of existing furniture and equipment and provide a copy of the documentation to COR and obtain signed agreement on the condition of the items to be relocated off site and back on site.

3. Temporary store furniture off site in USCG Exchange Building during the construction work. Return furniture and equipment to their original location once the work has been completed.

b. Demolition of interior spaces in the Personnel Support Offices (SPO) area including interior walls, ceiling and flooring.

c. Construction of new offices, handicapped toilet room and installation of flooring and ceiling.

1. Carpet specification is on sheet A-12.

d. Demolition and reconfiguration of the offices near building Entry to include a new conference room, new built-in reception desk, reconfiguration of Business Office and Technical Director Office.

1. Carpet specification is on sheet A-12.

e. Demolition and reconfiguration of the kitchenettes, bathrooms and lockers rooms to include new lockers, new plumbing fixtures and new finishes.

f. Ceiling support for new ceiling hung toilet partitions.

g. All wall reinforcements to support accessories and Handicapped shower seats securely and effectively.

h. Removal of existing flooring and installation of new flooring and wall finishes in the existing Gym.

i. Wall and flooring replacements and painting as indicated and where effected by being adjacent to work area.

j. Installation of transition strips between dissimilar flooring finishes and marble threshold between tile and carpeting finishes.

k. Relocation of existing store front doors and new doors as indicated.

SECTION 01 11 00 - PAGE 2 OF 6

l. Provide all interior finishes and colors selection chips and samples in one submittal package for COR’s selection.

m. Demolish existing Carrier air-cooled chiller and pump then provide new air-cooled chiller and pump compatible with existing Trane chiller model CGAM080 with integral BACNET direct digital controller. Provide complete with new expansion tank, backflow preventer, and accessories. Program new chiller’s chilled water temperature reset based on chilled water return water or air temperatures (facility is to cold and dry during winter months). Reprogram existing BACNET system to include new components.

n. Demolish existing variable frequency drivers (VFD) for air handling unit system and provide two new VFD’s. Reprogram existing BACNET system to include new components.

o. Replace pipe with insulation, valves, make up water backflow prevent, and other chilled water components associated with AHU-2. Provide new 24x24 x12” deep final filters.

Reprogram existing BACNET system to include new components.

p. Test inspect, evaluate, and survey existing Variable Air Volume (VAV) boxes and Fan Coil Units (FCU). Reprogram all VAV boxes to include reprogramming electric heat enabled at maximum air flow to minimum airflow. Provide unit pricing for repairs. Reprogram existing BACNET system to include new components.

q. Provide new ductwork, air devices, exhaust fans for changes in occupancy.

r. Provide new plumbing layout, new plumbing fixtures, carriers, and accessories. Saw cut floor and provide new drain, waste and vent lines.

s. Provide new VTRs on the roof as indicated.

t. Provide full hydronic test, adjust, and balance of new and existing chilled water system.

Provide full air side test and balance of outdoor air and exhaust air.

u. Clean roofing from algae with soap, water and soft brush.

v. Provide new fire water backflow preventers, new fire hydrant flow tests, new hydraulic calculations, new fire riser data plates, and new fire sprinklers based on new fire hazard and new floor plan and occupancy. Field verify existing dimensions, pipe sizes, and fire systems.

Connect new component alarms to existing Fire Alarm system. Provide to USCG signed and sealed hydraulic calculations and Autocad fire protections drawings. USCG will provide Autocad drawing backgrounds upon request.

w. Provide material and electrical work as shown on drawings E-01 to E-09. Provide spare parts as shown on drawing E-05.

1.2.2 UNIT PRICING FOR BACNET PRESSURE INDEPENDENT VAV BOXES WITH ELECTRIC HEAT

a. Unit Price A: Provide price to replace and reprogram inoperative VAV controller with new controller.

b. Unit Price B: Provide price to replace and reprogram inoperative VAV transformer with new transformer.

c. Unit Price C: Provide price to replace and reprogram inoperative VAV wall mount thermostat with new.

d. Unit Price D: Provide price to replace and reprogram inoperative VAV pressure Transducer with new.

e. Unit Price E: Provide price to replace and reprogram inoperative VAV button thermometer with new.

f. Unit Price F: Provide price to replace and reprogram inoperative VAV button thermometer with manual reset with new.

g. Unit Price G: Provide price to replace and reprogram inoperative VAV contactor with new contactor.

SECTION 01 11 00 - PAGE 3 OF 6

1.3 PROJECT DRAWINGS

1.3.1 Drawings to be used in conjunction with these specifications shall consist of U.S. Coast Guard Drawing No. M2077-D. Drawings are the property of the Government and shall not be used for any purpose other than the reference required for this project.

1.4 WORK HOURS

Contractor shall perform the work at the site during normal workday. Once contractor has begun work at the site, the Contractor shall work full consecutive workdays, excluding weekends and holidays, until the work is completed.

1.5 CONTRACTOR USE OF PREMISES

1.5.1 Access to the facility is restricted to side doors closest to the work area. Contractor shall coordinate access with the COR for each area of construction work.

1.5.2 The Contractor will be working on a Coast Guard operational military installation. Become familiar with and obey station fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work nor direct avenues of ingress and egress unless authorized in advance by the COR.

1.6 REGULATORY REQUIREMENTS:

1.6.1 All Federal, State and local laws including EPA must be strictly adhered to. In addition, ICC building codes, 2012 edition and other regulatory and testing agency references indicated in each specification section must be complied with. Where there is a conflict in regulatory requirement the most stringent shall prevail.

1.6.2 Notify State of Florida DEP District office prior to demolition work at http://www.dep.state.fl.us/air/rules/forms/asbestos.htm

1.6.3 Comply with OSHA regulation Standards 29 CFR and OSHA and General Duty Clause of the OSH Act in all aspects of construction related to this project.

1.6.4 Disposal of Mercury containing fluorescent bulbs shall be managed per regulation (Chapter 62- 737 Florida Administrative Code, and 40 CFR 273). Spent bulbs shall be placed in proper reclamation container and delivered to the COR for disposal.

1.6.5 Manage the removal, handling of lighting ballast identified or suspected to contain PCBs in accordance with 40CFR761. Deliver ballasts the COR for disposal.

1.6.6 The Contractor shall keep the work area daily, including storage areas, free from accumulations of waste materials on a daily basis. Solid waste and non-hazardous debris must be managed in accordance with Florida State Rules.

1.6.7 Demolition and construction debris shall be disposed of at a permitted facility. Contact http://www.dep.state.fl.us/waste/quick_topics/database_reports/default.htm for a list of permitted facilities.

1.7 PERFORMANCE TIME

The total contract performance period shall be 120 days including the time needed to approve all material submittals. After work begins at the site; the Contractor shall work continuously during normal working hours and show daily progress until all work is complete.

1.8 INSPECTION PRIOR TO BID

http://www.dep.state.fl.us/waste/quick_topics/database_reports/default.htm

SECTION 01 11 00 - PAGE 4 OF 6

Access to the site is restricted and is by appointment only. Prospective bidders are encouraged to visit the site to become familiar with the condition of the existing roofing condition. Arrangements to visit the site can be made by contacting:

U.S. Coast Guard CEU Miami CWO Joseph Johnson 15608 SW 117th Ave.

Miami FL 33177-1630 Phone: 305-278-6711 Joseph.d.johnson@uscg.mil

1.9 AVAILABILITY OF SERVICES

1.9.1 Reasonable amounts of electricity and potable water will be made available to the Contractor without charge.

1.9.2 The Contracting Officer's Representative, henceforth referred to as COR, shall designate the electrical outlets available to the Contractor. Contractor shall provide and maintain portable toilets for workers at the site in sufficient quantities.

1.10 COORDINATION, NOTIFICATIONS AND PHASING

1.10.1 The unit will be operational during the execution of this contract. The Contractor shall coordinate with the COR to minimize interference with Coast Guard operations or personnel.

All work shall be coordinated with other trades involved in the project.

1.10.2 Notify COR at least 2 working days in advance of the date and time scheduled for all field tests.

Note this item on Progress Schedule.

1.10.3 Work Sequence and time limits:

a. Remove all furniture, equipment and access flooring panels from SPO area.

1. Dispose work stations, furniture and equipment in SPO area.

b. At minimum, install the vertical cable tray at column C5 and as detailed on sheet A-05.

c. Remove contractor’s tools and equipment and provide an accessible and clean work area for USCG personnel to install network and phone service cables under access flooring for the future installation of work stations. Provide a min. of two weeks’ notice to COTR to coordinate network and phone service installation. Note this item on Progress Schedule.

d. Allow for 14 calendar days for USCG to perform their work before returning to resume new construction in the SPO area.

e. Demolish and complete new work in one bathroom (each gender) at one time. Proceed to the next bathroom work as directed by COR. Refer to plumbing drawings for additional information.

f. Demolish and complete new work at CO, XO, Technical Director and Conference Room near the front Entry, relocated furniture into the rooms allowing for occupancy and prior to working in Business Office and front Reception area.

1. This work may be accomplished concurrent with work in other areas of the building.

2. Complete this work within ten business days.

g. Demolish and complete the reception desk and business office after Item f. above.

1. This work may be accomplished concurrent with work in other areas of the building.

1.11 CONTRACTOR USE OF PREMISES

1.11.1 The Contractor will be working on a Coast Guard operational military installation. The Contractor shall become familiar with and obey Station’s fire, traffic, and security regulations.

Personnel shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the COR.

SECTION 01 11 00 - PAGE 5 OF 6

1.12 STORAGE LAYDOWN AREA

The Contractor will be provided with a storage area as shown on the drawings or otherwise directed by COR. The Contractor shall be responsible for restoring the area to its original condition at the completion of the work. The Contractor shall be responsible for repair of any damage incurred to buildings or pavement as a result of storage activities.

1.13 STORM PROTECTION

In the event of warnings of wind or gale force or stronger, the Contractor shall take every practicable precaution to minimize danger to person, the work and adjacent property.

Precautions shall include, but not be limited to, removing all loose materials, tools and equipment from exposed locations.

1.14 DELIVERY AND STORAGE

Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations. Damaged or defective items shall be replaced. Location of storage and staging area shall be designated by the COR. The contractor will be responsible for security of all materials and equipment.

1.15 RECEIPT OF MATERIAL

Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.16 CLEAN-UP

1.16.1 The Contractor shall keep the work area continuously, including storage areas, free from accumulations of waste materials on a daily basis. The Contractor shall not use Coast Guard waste disposal facilities including garbage cans, trash piles or dumpsters.

1.16.2 Protect all other areas from dust and dirt and clean access corridors daily to remove duct and debris at the end of each working day.

1.16.3 Dumpsters and/or other waste receptacles used onsite must be structurally sound without any penetrations and remain covered when not in use or during inclement weather.

1.16.4 Discarded waste timber must be transported to and disposed of in a State approved/permitted lined landfill in accordance with applicable regulations. Contractor shall provide copies of disposal receipts to the CG. If stored on site, the waste timber shall be protected from weathering and leaching by providing a cover and storing on visquine or other impermeable surfaces while awaiting disposal.

1.17 UTILITY OUTAGES

Before interrupting or shutting down any utility or the fire alarm system make a request for the interruption to the COR at least two (2) working days before the anticipated interruption. Do not interrupt utilities or the fire alarm function until authorized by the COR. See paragraph Coordination and Notifications above.

1.3 REFERENCE PUBLICATIONS

Unless otherwise indicated, where a specific date or edition number is listed in the “Applicable Publications” section of each Section, reference to a publication or standard in this specification shall mean the edition in effect on the date of the Solicitation.

1.18 SECURITY

1.18.1 The Contractor shall provide the COR with a list of names of all personnel who will be working on the site 72 hours in advance. The Contractor may submit a revised list at any time during the project. Only personnel on the approved listing will be allowed on the site.

SECTION 01 11 00 - PAGE 6 OF 6

1.18.2 All personnel shall carry proper identification (ID) when on site. Proper ID is defined as a government issued ID. The identification must be laminated, and show facial picture of the individual. Individuals without proper ID will be escorted off the Coast Guard premises.

1.19 SAFETY PROGRAM

1.19.1 General

a. The Contractor is wholly responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall provide appropriate safety measures including but not limited to barricades, signs and signal lights as well as complying with the requirements of all applicable Federal, State and Local safety laws, rules and regulations.

1.19.2 Compliance

a. The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers "Safety and Health Requirements Manual" (EM 385-1-1, latest version available) and the “Accident Prevention” clause (FAR 52.236-13). Once accepted, this safety plan shall become part of the contract requirements. Note: This review/acceptance does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or Local safety law, rule or regulation applicable to the contract work. The Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.19.3 Safety Plan

a. The Contractor shall submit a written safety plan within seven (7) calendar days following contract award. At a minimum, this plan shall describe the Contractor's general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work.

1.20 RECORD DRAWINGS

The Contractor shall maintain at the job site two sets of full size contract drawings marked to show any deviations which have been made from the contract drawings. These drawings shall be reviewed every week by COR and Site Superintendent. Payment application will otherwise not be reviewed. Upon completion of the project, the marked sets of prints shall be delivered to the COR. Request for final payment will not be approved until the marked prints are delivered and approved by the COR.

1.21 INSPECTION AND ACCEPTANCE

Upon completion of the work, submit a written request to schedule final inspection to the Contracting Officer. Prior to such requests, all submittals must be complete and approved.

Such requests shall allow a minimum of 2 weeks’ notice prior to final inspection date.

1.22 WARRANTIES

All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to the Government. The warranty period starts when the government accepts the job as completed. Warranties and operation and maintenance manuals must be submitted and approved prior to final inspection.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

END OF SECTION

SECTION 01 32 00 Page 1

SECTION 01 32 00

PROGRESS SCHEDULE

PART 1 GENERAL

1.1 GENERAL

Prepare a horizontal bar graph progress schedule using a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration interplay of activities, and dollar value of each activity.

1.2 RESPONSIBILITIES

The Contractor is responsible for executing the work within the time stated in the contract.

1.3 SUBMITTALS

Submit final progress schedule no later than 5 calendar days after receiving the Notice To Proceed (NTP). A draft schedule is to be submitted before the pre-construction conference with time periods shown but without dates of NTP and completion shown. Once a NTP date has been established, the dates are to be filled in. By having the draft schedule at the pre-construction conference, the COR and Contractor can discuss any apparent inconsistencies or omission, and approval can be expedited.

Submit updated progress schedule every month along with the request for payment.

PART 2 PRODUCTS

2.1 PROGRESS SCHEDULE

Progress schedule shall have project name, location, contract number, and company name. The final progress schedule, with the NTP and completion dates filled in, shall be signed.

At the left side of the form, list in columns.

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion. Activities can be of various origins (i.e., by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.)

b. Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

c. The Activities Percentage (i.e. 50%) or Weight (i.e.5) of the entire contract based on Dollar Value - the cumulative percentage should add up to 100 percent.

d. Estimated Value of the Activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values should add to the contract amount.

Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity. Indicate the percentage of the activity which you intend to complete each week above or below each bar.

SECTION 01 32 00 Page 2

PART 3 EXECUTION

3.1 UPDATING SCHEDULE

Update and submit progress schedule every month with progress payment showing actual progress.

Updated progress schedules shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS

If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the work as scheduled. He shall notify the COR, in writing, within 3 calendar days.

3.3 PROGRESS CHART

A sample progress chart is shown on the following page. This should only be used as a guide. It displays the type of information which should be included in the submitted progress schedules, but is not limited to the indicated activities, such as submittals, manuals, etc.

End of Section

SECTION 01 32 00 Page 3

Section 01 33 00 - Page 1 of 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTALS REQUIRED

Items to be submitted shall be done electronically as specified in each applicable section of this specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Approval of submittals shall not relieve the contractor of his obligations to comply with contract specifications and drawings. Partial submittals will not be accepted and will be returned without review. Submittals shall include the manufacturer's name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable Federal, Military, industry and technical society publication references, and other information necessary to establish contract compliance of each item the Contractor proposes to furnish. The contractor shall indicate in the submittal which item(s) they are submitting.

1.2 TIMING OF SUBMITTALS

1.2.1 Timing and Sequence

Submit submittals in sufficient time and in such sequence to avoid delays in the work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers.

Contractor shall begin shop drawing submittal process after project is awarded.

1.2.2 Long Lead Time Items

Submit a list of long lead items within 5 calendar days of Award. This list shall identify items such as, but not limited to materials, fabrication and delivery of items to the job site. The Contractor shall prepare submittals and submit those items in sufficient time to avoid delays. Special attention shall be given to the long lead items to avoid delays in the work.

1.2.3 Shop Drawing Submittal Process

Contractor shall begin shop drawing submittal process after project is awarded. Special attention shall be given to long lead items to avoid delays in the work.

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS

Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. All submittals shall in electronic form with one with submittal coversheet. The submittal type and numbers of each required, are as follows:

1.4 Preconstruction Submittals (1 electronic copy)

a. Preconstruction Submittals (1 electronic copy each)

All preconstruction submittals shall be approved prior to the scheduling of the preconstruction conference. The preconstruction submittals shall include:

a. Progress schedule.

b. Schedule of Values.

Section 01 33 00 - Page 2 of 4

c. Long lead items.

d. Personnel list for security access.

e. Safety Plan.

f. Demolition Plan (ONLY IF applicable for nature of work).

b. Shop Drawings (1 electronic copy)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop Drawings shall be a minimum of 8.5 inches by 11 inches in size, except as specified otherwise, using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for cross section views of each mechanical room.

c. Product Data (1 electronic copy)

Submittals for each manufactured item shall be manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts.

Submit complete descriptive data for each type of material. Clearly mark data to indicate the type the Contractor intends to provide. If not marked to indicate what contractor intends to provide the submittal will be returned disapproved.

d. Samples (2 each, 1 hardcopy to COR/CM and the other should be on site for the CG inspector and unit to choose from if applicable)

Submit color (not black and white) printed data or actual pieces of the items. The contract prices will not be adjusted due to the Contracting Officer's Representatives selection of any color, texture, or pattern submitted.

e. Design Data (1 electronic copy)

Submit calculations, mix designs, analyses or other data pertaining to a part of work.

f. Test Reports (1 electronic copy)

Submit reports of inspection and laboratory test, including analysis and interpretation of test results.

Each report shall be properly identified. Test methods used and compliance with recognized test standards shall be described.

Test Reports: A report signed by an authorized official of an independent testing laboratory that a material, product, or system identical to the material, product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract.

Section 01 33 00 - Page 3 of 4

Factory Test Reports: A written report which includes the findings of a test required to be performed by the manufacturer on a prototype or on an actual portion of the work prepared for this project, before it is shipped to the job site. The report must be signed by an authorized official of the manufacturer's test facility or testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

g. Certificates (1 electronic copy)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform with the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original.

The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; "equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

When materials or equipment must conform to the standards of organizations such as the

American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer’ Repetitive for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer’s Representative. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a certificate of compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product, and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

h. Manufacturer’s Instructions

Submit reprinted material describing installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions.

Where installation procedures, or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer‘s Representative prior to installation.

Installation of the item will not be allowed to proceed until the recommendations are received.

Failure to furnish these recommendations can be cause for reject of the material.

Section 01 33 00 - Page 4 of 4

i. Operation and Maintenance Manuals (Submit 1 hardcopy for review by the government to ensure completeness and then when approved by the COR submit 3 each)

Furnish an operation and maintenance manual section for each item of equipment. Furnish three copies of the complete manual bound in hardback binders. Furnish one complete manual prior to the time that equipment tests are performed, and furnish the remaining manuals before the contract is completed. Inscribe the following identification on the cover: the words "OPERATION AND MAINTENANCE MANUAL", the name and location of the equipment, the name of the contractor, and the contract number. The manual shall include the names, addresses, and telephone numbers of each subcontractor installing equipment, and of the local representatives for each item of equipment. The manual shall have a table of contents and be assembled to conform to the table of contents with the tab sheets placed before instructions covering the subject. The instructions shall be legible and easily read, with large sheets of drawings folded in. the manual shall include: a complete description of the system, wiring and control diagrams with data to explain detailed operation and shut-down instructions; installation instructions; maintenance instructions; lubrication schedule including type, grade, temperature range, and frequency; safety precautions, diagrams, and illustrations; test procedures; performance data; and parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided. Submit an electronic copy of Operation and Maintenance Manuals with all documents scanned to PDF format on a CD.

Furnish manufacturer's operating instructions for the principal item of mechanical and electrical components, for use by operating personnel. A copy shall be provided in each of the three operations manuals. The fourth copy shall be laminated between thermoplastic sheets and affixed where directed by COR adjacent to each item of equipment. Operating instructions shall not fade when exposed to sunlight and shall be secured to prevent easy removal or peeling. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment. The instructions shall describe the functions of the equipment, its most economical operation, start-up and shut-down procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

Not used.

Not used.

End of Section 01 33 00

Section 01 45 00 - Page 1 of 7

SECTION 01 45 00

QUALITY CONTROL FOR MINOR CONSTRUCTION

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010; Changes 4-6 2011)

Safety and Health Requirements Manual

1.2 SUBMITTALS

Coast Guard approval is required for all submittals indicated below. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Submit a QC plan within 15 calendar days after Award.

1.3 INFORMATION FOR THE CONTRACTING OFFICER’S REPRESENTATIVE (COR)

Deliver the following to the COR:

a. CQC Report: Original and one copy, by 10:00 AM the next working week that work is performed;

b. Contractor Production Report: Original and one copy by 10:00 AM the next working week that work is performed;

c. Preparatory Phase Checklist: Original attached to the original CQC Report and one copy attached to each copy;

d. Initial Phase Checklist: Original attached to the original CQC Report and one copy attached to each copy;

e. Field Test Reports: One copy, within the week after the test is performed, attached to the CQC Report;

f. QC Meeting Minutes: One copy, within the week after the meeting; and

g. QC Certifications: As required by the paragraph entitled "QC Certifications."

1.4 QC PROGRAM REQUIREMENTS

Establish and maintain a QC program as described in this section. The QC program consists of a QC Manager, a QC plan, a Coordination and Mutual Understanding Meeting, QC meetings, three phases of control, submittal review and approval, testing, and QC certifications and documentation necessary to provide materials, equipment, workmanship, fabrication, construction and operations which comply with the requirements of this contract. The QC program shall cover on-site and off-site work and shall be keyed to the work sequence. No work or testing may be performed unless the QC Manager is on the work site.

1.4.1 Preliminary Work Authorized Prior to Acceptance

The only work that is authorized to proceed prior to the acceptance of the QC plan is mobilization of storage and office trailers, temporary utilities, and surveying.

1.4.2 Acceptance

Acceptance of the QC plan is required prior to the start of construction. The KO (contracting officer) reserves the right to require changes in the QC plan and operations as necessary, including removal of personnel, to ensure the specified quality of work. The KO reserves the right to interview any member of the QC organization at any time in order to verify the submitted qualifications.

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1.4.3 Notification of Changes

Notify the COR, in writing, of any proposed change, including changes in the QC organization personnel, a minimum of seven calendar days prior to a proposed change. Proposed changes shall be subject to the acceptance by the COR.

1.5 QC ORGANIZATION

1.5.1 QC Manager

1.5.1.1 Duties

Provide a QC Manager at the work site to implement and manage the QC program. In addition to implementing and managing the QC program, the QC Manager may perform the duties of project superintendent. The QC Manager is required to attend the Coordination and Mutual Understanding Meeting, conduct the QC meetings, perform the three phases of control, perform submittal review and approval, ensure testing is performed and provide QC certifications and documentation required in this contract. The QC Manager is responsible for managing and coordinating the three phases of control and documentation performed by others.

1.5.1.2 Qualifications

An individual with a minimum of ten years combined experience as a superintendent, inspector, QC Manager, project manager or construction manager on similar size and type construction contracts which included the major trades that are part of this contract. The individual must be familiar with the requirements of the EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

1.5.1.3 Construction Quality Management Training

In addition to the above experience and education requirements, the QC Manager shall have completed the course Construction Quality Management for Contractors and will have a current certificate.

1.5.2 Alternate QC Manager Duties and Qualifications

Designate an alternate for the QC Manager to serve in the event of the designated QC Manager's absence.

The period of absence may not exceed two weeks at one time, and not more than 30 workdays during a calendar year. The qualification requirements for the Alternate QC Manager shall be the same as for the QC Manager.

1.6 QC PLAN

1.6.1 Requirements

Provide, for acceptance by the COR, a QC plan submitted electronically that covers both on-site and off-site work and includes the following with a table of contents listing the major sections identified with tabs.

I. QC ORGANIZATION: A chart showing the QC organizational structure and its relationship to the production side of the organization.

II. NAMES AND QUALIFICATIONS: In resume format, for each person in the QC organization.

Include the CQM for Contractors course certification required by the paragraph entitled "Construction Quality Management Training".

III. DUTIES, RESPONSIBILITY AND AUTHORITY OF QC PERSONAL: Of each person in the QC organization.

Section 01 45 00 - Page 3 of 7

IV. OUTSIDE ORGANIZATIONS: A listing of outside organizations such as architectural and consulting engineering firms that will be employed by the Contractor and a description of the services these firms will provide.

V. APPOINTMENT LETTERS: Letters signed by an officer of the firm appointing the QC Manager and Alternate QC Manager and stating that they are responsible for managing and implementing the QC program as described in this contract. Include in this letter the QC Manager's authority to direct the removal and replacement of non-conforming work.

VI. SUBMITTAL PROCEDURES AND INITIAL SUBMITTAL REGISTER: Procedures for reviewing, approving and managing submittals. Provide the name(s) of the person(s) in the QC organization authorized to review and certify submittals prior to approval.

VII. TESTING LABORATORY INFORMATION: Testing laboratory information required by the paragraphs "Accredited Laboratories" or "Testing Laboratory Requirements", as applicable.

VIII. TESTING PLAN AND LOG: A Testing Plan and Log that includes the tests required, referenced by the specification paragraph number requiring the test, the frequency, and the person responsible for each test.

IX. PROCEDURES TO COMPLETE REWORK ITEMS: Procedures to identify, record, track and complete rework items.

X. DOCUMENTATION PROCEDURES: Use Government formats.

XI. LIST OF DEFINABLE FEATURES: A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, has the same control requirements and work crews. The list shall be cross-referenced to the Contractor's Construction Schedule and the specification sections. For projects requiring a Progress Chart, the list of definable features of work shall include but not be limited to all items of work on the schedule. For projects requiring a Network Analysis Schedule, the list of definable features of work shall include but not be limited to all critical path activities.

XII. PROCEDURES FOR PERFORMING THREE PHASES OF CONTROL: For each DFOW provide Preparatory and Initial Phase Checklists. Each list shall include a breakdown of quality checks that will be used when performing the quality control functions, inspections, and tests required by the contract documents. The preparatory and initial phases shall be conducted with a view towards obtaining quality construction by planning ahead and identifying potential problems.

XIII. PERSONNEL MATRIX: Not Applicable.

XIV. PROCEDURES FOR COMPLETION INSPECTION: See the paragraph entitled

"COMPLETION INSPECTIONS".

XV. TRAINING PROCEDURES AND TRAINING LOG: Not Applicable.

1.7 COORDINATION AND MUTUAL UNDERSTANDING MEETING

During the Pre-Construction conference and prior to the start of construction, discuss the QC program required by this contract. The purpose of this meeting is to develop a mutual understanding of the QC details, including documentation, administration for on-site and off-site work, and the coordination of the Contractor's management, production and the QC personnel. At the meeting, the Contractor will be required to explain how three phases of control will be implemented for each DFOW. Contractor's personnel required to attend shall include the QC Manager, project manager, and superintendent. Minutes of the meeting will be prepared by the QC Manager and signed by both the Contractor and the COR. The Contractor shall provide a copy of the signed minutes to all attendees. Repeat the coordination and mutual understanding meeting when a new QC Manager is appointed.

Section 01 45 00 - Page 4 of 7

1.8 QC MEETINGS

After the start of construction, the QC Manager shall conduct QC meetings once every two weeks at the work site with the superintendent and the foreman responsible for the ongoing and upcoming work. The QC Manager shall prepare the minutes of the meeting and provide a copy to the COR within two working days after the meeting. As a minimum, the following shall be accomplished at each meeting:

a. Review the minutes of the previous meeting;

b. Review the schedule and the status of work and rework;

c. Review the status of submittals;

d. Review the work to be accomplished in the next two weeks and documentation required;

e. Resolve QC and production problems (RFIs, etc.);

f. Address items that may require revising the QC plan; and

g. Review Accident Prevention Plan (APP).

1.9 THREE PHASES OF CONTROL

The three phases of control shall adequately cover both on-site and off-site work and shall include the following for each DFOW.

1.9.1 Preparatory Phase

Notify the COR at least two work days in advance of each preparatory phase. Conduct the preparatory phase with the superintendent and the foreman responsible for the definable feature of work. Document the results of the preparatory phase actions in the daily CQC Report and in the QC checklist. Perform the following prior to beginning work on each definable feature of work:

a. Review each paragraph of the applicable specification sections;

b. Review the contract drawings;

c. Verify that appropriate shop drawings and submittals for materials and equipment have been submitted and approved. Verify receipt of approved factory test results, when required;

d. Review the testing plan and ensure that provisions have been made to provide the required QC testing;

e. Examine the work area to ensure that the required preliminary work has been completed;

f. Examine the required materials, equipment and sample work to ensure that they are on hand and conform to the approved shop drawings and submitted data;

g. Review the APP and appropriate Activity Hazard Analysis (AHA) to ensure that applicable safety requirements are met, and that required Material Safety Data Sheets (MSDS) are submitted; and

h. Discuss specific controls used and the construction methods and the approach that will be used to provide quality construction by planning ahead and identifying potential problems for each DFOW.

1.9.2 Initial Phase

Notify the COR at least two work days in advance of each initial phase. When construction crews are ready to start work on a DFOW, conduct the Initial Phase with the foreman responsible for that DFOW. Observe the initial segment of the work to ensure that it complies with contract requirements. Document the results of the Initial Phase in the daily CQC Report and in the QC checklist. Perform the following for each DFOW:

a. Establish the quality of workmanship required;

b. Resolve conflicts;

c. Ensure that testing is performed by the approved laboratory; and

d. Check work procedures for compliance with the APP and the appropriate AHA to ensure that applicable safety requirements are met.

1.9.3 Follow-Up Phase

Perform the following for on-going work daily, or more frequently as necessary, until the completion of each DFOW and document in the daily CQC Report and in the QC checklist:

Section 01 45 00 - Page 5 of 7

a. Ensure the work is in compliance with contract requirements;

b. Maintain the quality of workmanship required;

c. Ensure that testing is performed by the approved laboratory;

d. Ensure that rework items are being corrected; and

e. Assure manufacturers representatives have performed necessary inspections, if required.

1.9.4 Additional Preparatory and Initial Phases

Additional preparatory and initial phases shall be conducted on the same DFOW if the quality of on-going work is unacceptable, if there are changes in the applicable QC organization, if there are changes in the on-site production supervision or work crew, if work on a DFOW is resumed after substantial period of inactivity, or if other problems develop.

1.9.5 Notification of Three Phases of Control for Off-Site Work

Notify the COR at least two weeks prior to the start of the preparatory and initial phases.

1.10 SUBMITTAL REVIEW AND APPROVAL

Procedures for submission, review, and approval of submittals are described in the submittal section of the specification.

1.11 QC CERTIFICATIONS

1.11.1 Contractor Quality Control Report Certification

Each CQC Report shall contain the following statement: "On behalf of the Contractor, I certify that this report is complete and correct and equipment and material used and work performed during this reporting period is in compliance with the contract drawings and specifications to the best of my knowledge…