STA_Brant_Pt_-_Specifications.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

ENGINEERING SERVICES DIVISION

SPECIFICATIONS

FOR

MAJOR REPAIRS

U.S. COAST GUARD STATION BRANT POINT

NANTUCKET, MASSACHUSSETS

22 APRIL 2016

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET

WARWICK, RHODE ISLAND 02886

AUTHOR: LEO A DALY 100% CD SUBMITTAL

PROJECT TABLE OF CONTENTS Page 1

MAJOR REPAIRS USCG STATION BRANT POINT

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 31 13 ASPHALT SHINGLES

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 52 00 WOOD WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 90 00 PAINTS AND COATINGS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEM

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 31 13.00 40 METAL DUCTS

23 52 00 HEATING BOILERS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 2

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 24 16.00 40 PANELBOARDS

26 32 13.00 20 SINGLE OPERATION GENERATOR SETS

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 51 15 NATURAL GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

ATTACHMENTS:

ASBESTOS AND LEAD PAINT SURVEY REPORT

SUBMITTAL REGISTER

-- End of Project Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Burning Permits

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Base Bid

Base Bid includes the following:

A. MMB Building The contractor shall perform the necessary demolition and renovations to the basement, first and second floors of the Multi-Mission Building (MMB), as indicated shown in the Contract Documents.

i. Relocate all existing electrical receptacles and junction boxes to 48" above finish floor in the basement

ii. Remove the electric water heat system and piping

iii. Remove fuel oil heating hot water boiler and piping

iv. Remove fuel oil storage tank, rupture basin and all associated piping

v. Remove electrical panels and associated wiring

vi. Remove dry storage wall and salvage door in wall for reuse

vii. Remove existing masonry wall as required to install a new door

viii. Provide new wood stud walls to create a new mechanical room

ix. Provide a new door and reinstall the existing door at the dry storage and mechanical rooms

x. Provide new electrical panel near the kitchen

xi. Provide a new floor drain in the new mechanical room

xii. Provide a new domestic water mixing valve

xiii. Provide a hot water boiler and domestic water heater in the new mechanical room

SECTION 01 11 00 Page 1

xiv. Provide a flue for the boiler/heater and outside air intake from new mechanical room

xv. Provide a boiler expansion tank

xvi. Provide electrical connections for mechanical equipment in new mechanical room

xvii. Provide a new wood stud wall in entry hall to conceal electrical conduit

xviii. Provide a new wood stud wall and doors for a new electrical closet

xix. Provide new electrical panels and associated wiring on second floor

B. UPH Building The contractor shall perform the necessary demolition and renovations to the basement, first and second floors of the Unified Personnel Housing (UPH), as indicated shown in the Contract Documents.

i. Relocate all existing electrical receptacles and junction boxes to 48" above finish floor in the basement

ii. Remove electrical and coordinate with USCG to relocated telecom distribution out of the basement

iii. Remove electrical transformer from the east side of the building that fed the 480V shore tie on the wharf

iv. Disassemble the AHU for relocation and reinstallation in the new mechanical room

v. Remove and relocate the boiler and associated pumps to new mechanical room

vi. Remove concrete floor as required to install new column footings

vii. Install new concrete footings for columns

viii. Remove vanity, lavatory, toilet, shower and adjacent walls to create a new mechanical room

ix. Install new GWB at walls where bathroom was removed to match adjacent walls

x. Create wall openings as required to install new mechanical ductwork and electrical conduit

xi. Install boiler and associated pumps in new mechanical room

xii. Reassemble and reinstall AHU in new mechanical room

xiii. Provide ductwork and piping as required to install mechanical equipment

xiv. Install new electrical panels in new mechanical room

xv. Install new structural components to support mechanical equipment in new mechanical room

xvi. Reconfigure electric metering

xvii. Provide new service conductors

xviii. Remove trough wire ways

xix. Remove exterior LB's less than 48" above finish grade

xx. Provide fire alarm remote annunciator to Watch Stander

C. Garage The contractor shall perform the necessary demolition and renovations to the first and second floor of the Garage, as indicated shown in the Contract Documents.

i. Relocate all existing electrical receptacles and junction boxes to 48" above finish floor on the first floor

ii. Remove existing electrical panel and provide a new electrical panel

iii. Remove and abate asbestos containing walls and ceilings of the furnace room

iv. Remove furnace room door

v. Raise the furnace in its current location

SECTION 01 11 00 Page 2

vi. Modify ductwork and piping as required to raise the height of the furnace

vii. Provide new wood stud walls and a door for the furnace room

D. Wharf The contractor shall perform the necessary demolition and renovations to the wharf, as indicated shown in the Contract Documents

i. Provide new electrical conduits along the outside of the wharf railing

ii. Provide new light fixtures along the wharf

iii. Replace fuel system power wiring and EXP fittings

iv. Relocate 120v shore ties to top of hand railing

v. Provide heat trace to water piping and controller

E. Generator Remove existing generator and replace with new generator sized to provide full power to the site

1.2.1.2 Bid Options

Bid Options include the following:

A. Bid Option #1A - MMB - Replace Asphalt Shingles, Flashing, Gutters and Downspouts Remove the existing asphalt shingles, roofing underlayment and all flashing, gutters and downspouts on the entire roof. Inspect the existing wood roof deck for any moisture damaged roof deck. Install new roofing underlayment, asphalt shingles, flashing, gutters and downspouts on the entire roof as shown in the Contract Documents.

B. Bid Option #1B - UPH - Replace Asphalt Shingles, Flashing, Gutters and Downspouts Remove the existing asphalt shingles, roofing underlayment and all flashing, gutters and downspouts on the entire roof. Inspect the existing wood roof deck for any moisture damaged roof deck. Install new roofing underlayment, asphalt shingles, flashing, gutters and downspouts on the entire roof as shown in the Contract Documents.

C. Bid Option #1C - Garage - Replace Asphalt Shingles, Flashing, Gutters and Downspouts Remove the existing asphalt shingles, roofing underlayment and all flashing, gutters and downspouts on the entire roof. Inspect the existing wood roof deck for any moisture damaged roof deck. Install new roofing underlayment, asphalt shingles, flashing, gutters and downspouts on the entire roof as shown in the Contract Documents.

D. Bid Option #2A - MMB - Replace Exterior Windows Remove and replace the existing exterior windows and associate interior trim as shown in the contract documents. The windows shall be custom true divided light mahogany double hung windows properly sized to fit the masonry openings. The contractor shall remove all existing wood framed openings and interior/exterior wood trim, re-frame the openings to accept new windows, and install the new windows plumb and square. The contractor shall replace or repair all damaged areas of gypsum wall board around the window opening, paint all damaged/repaired walls as well as interior and exterior trim. All exterior work is subject to the guidelines set forth by the State Historic Preservation Office (SHPO). Refer to the Paragraph 2: Historical Facilities. Additionally, as indicated in the Contractor Documents, lead paint is present on the building exterior walls, trim and

SECTION 01 11 00 Page 3 on the some of the exterior windows. The contractor shall adhere to all provisions of Paragraph 3: Lead and Asbestos Removal and Abatement. The contractor shall work with the selected window manufacturer's representative to perform manufacturer's window installation training on site and receive approval of workmanship from the Contracting Officer on one single window installation prior to continuing work.

E. Bid Option #2B - UPH - Replace Exterior Windows Remove and replace the existing exterior windows and associate interior trim as shown in the contract documents. The windows shall be custom true divided light mahogany double hung windows properly sized to fit the rough openings. The contractor shall remove all existing interior/exterior wood trim and install the new windows plumb and square. The contractor shall replace or repair all damaged areas of gypsum wall board around the window opening, paint all damaged/repaired walls as well as interior and exterior trim. All exterior work is subject to the guidelines set forth by the State Historic Preservation Office (SHPO). Refer to the Paragraph 2:

Historical Facilities. Additionally, as indicated in the Contractor Documents, lead paint is present on the building exterior walls, trim and on the some of the exterior windows. The contractor shall adhere to all provisions of Paragraph 3: Lead and Asbestos Removal and Abatement. The contractor shall work with the selected window manufacturer's representative to perform manufacturer's window installation training on site and receive approval of workmanship from the Contracting Officer on one single window installation prior to continuing work.

F. Bid Option #3A - MMB - Replace Exterior Doors Remove and replace the existing exterior doors and associate interior trim as shown in the contract documents. The doors shall be properly sized to fit the masonry openings. The contractor shall remove any existing wood framed openings and interior/exterior wood trim, re-frame the openings to install new frames and doors. The contractor shall replace or repair all damaged areas of gypsum wall board around the door opening, paint all damaged/repaired walls as well as interior and exterior trim. All exterior work is subject to the guidelines set forth by the State Historic Preservation Office (SHPO). Refer to the Paragraph 2: Historical Facilities. Additionally, as indicated in the Contractor Documents, lead paint is present on the building exterior walls and trim. The contractor shall adhere to all provisions of Paragraph 3: Lead and Asbestos Removal and Abatement.

G. Bid Option #3B - UPH - Replace Exterior Doors Remove and replace the existing exterior doors and associate interior trim as shown in the contract documents. The frame and doors shall be properly sized to fit the existing openings. The contractor shall remove all interior/exterior wood trim and install new frames and doors. The contractor shall replace or repair all damaged areas of gypsum wall board around the door opening, paint all damaged/repaired walls as well as interior and exterior trim. All exterior work is subject to the guidelines set forth by the State Historic Preservation Office (SHPO).

Refer to the Paragraph 2: Historical Facilities. Additionally, as indicated in the Contractor Documents, lead paint is present on the building exterior walls and trim. The contractor shall adhere to all provisions of Paragraph 3: Lead and Asbestos Removal and Abatement.

H. Bid Option #4 - MMB - Replace Porch Railing Remove and replace the existing porch railing on shown on the Contract Documents. All exterior work is subject to the guidelines set forth by the State Historic Preservation Office (SHPO). Refer to the Paragraph 2:

SECTION 01 11 00 Page 4

Historical Facilities.

I. Bid Option #5 - Replace Station Security Fence and Gate Remove and replace the existing site security fence as shown in the Contract Documents. All exterior work is subject to the guidelines set forth by the State Historic Preservation Office (SHPO). Refer to the Paragraph 2: Historical Facilities.

J. Bid Option #6 - Wharf 480v/200 Amp Shore-Tie/Feeder/Conduit Remove existing shore tie and install a new shore tie.

K. Bid Option #7 - Garage - Replace South Exterior Wood Stairs and Landings Remove and replace the existing exterior Garage stairs and landings as shown in the Contract Documents. The contractor shall reuse the existing wood columns for the new stairs and landings. All exterior work is subject to the guidelines set forth by the State Historic Preservation Office (SHPO). Refer to the Paragraph 2: Historical Facilities.

1.2.2 Location

The work is located at the Station Brant Point, 10 Easton Street, Nantucket, Massachusetts, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

General G001 Cover Sheet and Drawing Index G002 General Symbols and Standard Abbreviations G003 Engineering Symbols G004 Site Plan

Civil CD100 Site Demolition Plan C101 Site Plan and Details

Architectural AD101 MMB- Demolition Plans AD102 MMB - Demolition Plans AD103 UPH - Demolition Plans AD104 UPH - Demolition Plans AD105 UPH - Demolition Plans AD106 Garage - Demolition Plans AD107 Garage - Demolition Plans A101 MMB - Floor Plans A102 MMB - Roof Plan A103 UPH - Floor Plans A104 UPH - Floor Plans A105 UPH - Roof Plan A106 Garage - Floor Plans A107 Garage - Roof Plan A201 MMB - Elevations A202 MMB - Elevations A203 UPH - Elevations A204 UPH - Elevations A205 Garage - Elevations

SECTION 01 11 00 Page 5

A206 Garage - Elevations A401 Enlarged Plans and Details A501 Details A601 Schedule and Details

Structural S001 Structural Notes S002 Structural Notes S003 Special Inspections S101 UPH - Foundation Plan S201 UPH - First Floor Framing Plan S301 UPH - Foundation Details S401 UPH - Framing Details

Mechanical/Plumbing MD101 MMB - Base/1st/2nd Floor Demolition Plans MD102 UPH - Base/1st Floor Demolition Plans MD103 Demolition Plans MD104 Demolition Plans M-101 MMB - Base/1st/2nd Floor Plans M-102 UPH - Base/1st Floor Plans M-103 Floor Plans M-104 Floor Plans M401 Enlarged Floor Plans M501 Details M601 Schedules and Details

Electrical ED101 MMB - Electrical Demolition Plans ED102 UPH - Electrical Demolition Plans ED103 UPH - Electrical Demolition Plans ED104 Garage - Electrical Demolition Plans ED105 Electrical Site Demolition Plan E101 MMB - Electrical Plans E102 UPH - Electrical Plans E103 UPH - Electrical Plans E104 Garage - Electrical Plans E105 Electrical Site Plan E501 Electrical Details E502 Electrical Details E601 Electrical One-Line Diagrams E602 Electrical Schedules E603 Electrical Schedules

1.4 WORK RESCHEDULING

Normal duty hours for work are from 7:30 a.m. to 4:30 p.m., Monday through Friday. Requests for additional work requires written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.5 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

SECTION 01 11 00 Page 6

1.6 EXISTING WORK

Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.7 ON-SITE PERMITS

1.7.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 7 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.8 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

SECTION 01 11 00 Page 7

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Completed Special Access Determination (NAVSEA 5510/15); G

Government Guard Services; G

Contractor Regulations; G

Transportation of Personnel, Materials, and Equipment; G

Purchase Orders; G

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, SECTION 01 14 00 Page 1 correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours must consist of a 9 hour period, between 7:30 a.m.

and 4:30 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied and Existing Buildings

The Contractor shall be working in an existing building or around existing buildings which are occupied.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

SECTION 01 14 00 Page 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G, COR

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 20 Page 1

1.3.2 Schedule Submittals and Procedures

Submit Bar Chart Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

SECTION 01 32 16.00 20 Page 2

1.6 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

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's Quality Control (CQC) System Manager and the Designer of Record, if applicable, 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 Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".

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

SECTION 01 33 00 Page 1

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

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-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

SECTION 01 33 00 Page 2

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

Design submittals, design substantiation submittals and extensions of design submittals.

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.

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 (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative 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, to confirm compliance with

SECTION 01 33 00 Page 3 manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

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 information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register; G, COR

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

SECTION 01 33 00 Page 4

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. 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.

For Design-build construction all submittals not requiring Designer of Record or 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 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the COR (Contracting Officer's Representative) submittals required in the technical sections of this specification, including shop drawings, product data and samples. Forward one copy of the transmittal form for all submittals to the Resident Officer in Charge of Construction.

1.5.1.1 O&M Data

The COR will review and approve for the Contracting Officer O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.6 PREPARATION

1.6.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph IDENTIFYING SUBMITTALS. Process transmittal forms to record actions regarding samples.

SECTION 01 33 00 Page 5

1.6.2 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.

1.6.3 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. 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. Contractors may use their own number system. 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

SECTION 01 33 00 Page 6 references.

Submit drawings in PDF format.

1.6.4 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 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.

1.6.5 Format of SD-04 Samples

Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2

SECTION 01 33 00 Page 7 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.6.6 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

Indicate by prominent notation, each report in the submittal. Indicate specification number and paragraph number to which it pertains.

1.6.8 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.

1.6.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

When submittal includes a document which is to be used in project or

SECTION 01 33 00 Page 8 become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

1.6.10 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.6.10.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.6.11 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within.