Project Specifications.pdf

eProjects Work Order No. 1384747

REPAIRS TO CAPTAIN JOHN FOSTER WILLIAMS

U.S. COAST GUARD BUILDING & SEAWALL

BOSTON, MASSACHUSETTS

TECHNICAL SPECIFICATIONS

Prepared By:

Appledore Marine Engineering, LLC Oak Point Associates 600 State Street, Suite E 231 Main Street Portsmouth, New Hampshire 03801 Biddeford, Maine 04005

Contract No. N40085-17-C-6108

Request for Proposal Prepared By:

Structural Seawall: Noah Elwood, PE Building Architect: Jon McIntyre RA, NCARB

Submitted By: Noah Elwood, PE Date: September 30, 2016

Request for Proposal Approved By:

For Commander, NAVFAC Mid-Atlantic Engineering Director: David W. Greenfield, R.A.

North IPT Capital Improvements

Distribution limited to U.S. Government agencies and their contractors; administrative/operational use. Other requests for this document shall be referred to the Naval Facilities Engineering Services Center.

GSA Williams Seawall & Building 10606

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 41 00 BID SCHEDULES

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00.00 22 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 17.00 25 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER – DIVISION 01

SUBMITTAL REGISTER – SEAWALL

SUBMITTAL REGISTER - BUILDING

01 35 26.00 22 GOVERNMENT SAFETY REQUIREMENTS

01 45 00.00 20 QUALITY CONTROL

01 50 00.00 22 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 13.00 22 EROSION AND SEDIMENT CONTROL

01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATIONS

01 74 19.00 22 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 22 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

SEAWALL TECHNICAL SPECIFICATIONS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DECONSTRUCTION, REMOVALS AND SALVAGE

02 60 00 CONTAMINATED MATERIAL MANAGEMENT

DIVISION 03 – CONCRETE

03 20 01.00 20 CONCRETE ANCHORS AND DOWELS

03 31 29 MARINE CONCRETE

03 48 00 PRECAST CONCRETE STAIR TREADS

DIVISION 04 – MASONRY

04 20 01 BRICK VENEER

DIVISION 05 – METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 52 00 METAL RAILINGS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 13 26 SELF ADHERING SHEET WATERPROOFING

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY - DO NOT REMOVE THIS NOTICE -

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

PROJECT TABLE OF CONTENTS Page 2

07 14 00 FLUID-APPLIED WATERPROOFING

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 09 – FINISHES

09 97 13.26 01 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 09 00 GEOTECHNICAL INSTRUMENTATION AND MONITORING

31 09 10 BUILDING CONDITION SURVEY

31 23 10 EXCAVATED MATERIALS MANAGEMENT

31 23 43 EXPANDED POLYSTYRENE (EPS) GEOFOAM

31 23 50 LIGHTWEIGHT FOAM CONCRETE FILL

31 50 00 EXCAVATION SUPPORT

31 60 00 MICROPILES

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 16 15 BRICK PAVEMENTS

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 00 00 SEAWALL

BUILDING TECHNICAL SPECIFICATIONS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 16 ASBESTOS ABATEMENT

02 83 13 LEAD PAINT AWARENESS

02 84 33 POLYCHLORINATED BIPHENYLS (PCBs) ABATEMENT

DIVISION 03 – CONCRETE

03 00 01 BASEMENT CRACK REPAIR/SEALING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTIC, AND COMPOSITES

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

PROJECT TABLE OF CONTENTS Page 3

DIVISION 09 – FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS

DIVISION 26 – ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

APPENDIX A – “REPAIRS TO CAPTAIN JOHN FOSTER WILLIAMS U.S. COAST GUARD BUILDING

AND SEAWALL SUBSURFACE EXPLORATIONS REPORT, BOSTON, MASSACHUSETTS”,

DATED APRIL 2016, PREPARED BY GEI CONSULTANTS, INC.

APPENDIX B – “HAZARDOUS BUILDING MATERIALS ASSESSMENT AND SURVEY CAPTAIN JOHN

FOSTER WILLIAMS U.S. COAST GUARD BUILDING, BOSTON, MASSACUSETTS”,

DATED MAY 2016, PREPARED BY GEI CONSULTANTS, INC.

-- End of Project Table of Contents --

GSA Williams Seawall 10606

SECTION 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET SHEET

NO.

OF TOTAL NAVFAC

NO.

DRAWING TITLE

GENERAL

G-001 1 58 12731001 TITLE SHEET

G-002 2 58 12731002 LIST OF DRAWINGS

G-003 3 58 12731003 GENERAL NOTES - 1

G-004 4 58 12731004 GENERAL NOTES - 2

G-101 5 58 12731005 OVERALL SITE PLAN

G-102 6 58 12731006 WORK PLAN

G-601 7 58 12731007 CONSTRUCTION PHASING - 1

G-602 8 58 12731008 CONSTRUCTION PHASING - 2

G-603 9 58 12731009 CONSTRUCTION PHASING - 3

EXISTING CONDITIONS

V-101 10 58 12731010 EXISTING CONDITIONS - DECK

PLAN - 1

V-102 11 58 12731011 EXISTING CONDITIONS - DECK

PLAN - 2

V-201 12 58 12731012 EXISTING CONDITIONS -

ELEVATION - 1

V-202 13 58 12731013 EXISTING CONDITIONS -

ELEVATION - 2 & RETURN

ELEVATION

DOCUMENT 00 01 15 Page 1

V-301 14 58 12731014 EXISTING CONDITIONS -

SECTIONS STA. 0+30 & STA. 0+48

V-302 15 58 12731015 EXISTING CONDITIONS -

SECTIONS STA. 0+61 & STA.

0+79.5

V-303 16 58 12731016 EXISTING CONDITIONS -

SECTIONS STA. 1+02 & STA. 1+20

V-304 17 58 12731017 EXISTING CONDITIONS -

SECTIONS STA. 1+45 & STA. 1+70

V-501 18 58 12731018 EXISTING CONDITIONS -

PHOTOGRAPHS

SITE DEMOLITION

SD-101 19 58 12731019 REMOVAL - DECK PLAN - 1

SD-102 20 58 12731020 REMOVAL - DECK PLAN - 2

SD-201 21 58 12731021 REMOVAL - ELEVATION - 1

SD-202 22 58 12731022 REMOVAL - ELEVATION - 2 &

RETURN ELEVATION

SD-301 23 58 12731023 REMOVAL- SECTIONS STA. 0+30

& STA. 0+48

SD-302 24 58 12731024 REMOVAL - SECTIONS STA. 0+61

& STA. 0+79.5

SD-303 25 58 12731025 REMOVAL - SECTIONS STA. 1+02

& STA. 1+20

SD-304 26 58 12731026 REMOVAL - SECTIONS STA. 1+45

& STA. 1+70

SD-501 27 58 12731027 REMOVAL - DETAILS

STRUCTURAL

S-101 28 58 12731028 REPAIR - DECK PLAN - 1

S-102 29 58 12731029 REPAIR - DECK PLAN - 2

S-103 30 58 12731030 REPAIR - GRADING PLAN

S-104 31 58 12731031 REPAIR - ELEVATED PLATFORM

S-201 32 58 12731032 REPAIR - ELEVATION - 1

DOCUMENT 00 01 15 Page 2

S-202 33 58 12731033 REPAIR - ELEVATION - 2 &

RETURN ELEVATION

S-301 34 58 12731034 REPAIR - SECTIONS STA. 0+30 &

STA. 0+48

S-302 35 58 12731035 REPAIR - SECTIONS STA. 0+61 &

STA. 0+79.5

S-303 36 58 12731036 REPAIR - SECTIONS STA. 1+02 &

STA. 1+20

S-304 37 58 12731037 REPAIR - SECTIONS STA. 1+45 &

STA. 1+70

S-501 38 58 12731038 REPAIR - RETURN WALL DETAILS

S-502 39 58 12731039 REPAIR - SEAWALL DETAILS

S-503 40 58 12731040 REPAIR - NORTHERN AVE. STAIR

DETAILS - 1

S-504 41 58 12731041 REPAIR - NORTHERN AVE. STAIR

DETAILS - 2

S-505 42 58 12731042 REPAIR - ELEVATED PLATFORM

DETAILS - 1

S-506 43 58 12731043 REPAIR - ELEVATED PLATFORM

DETAILS - 2

S-507 44 58 12731044 REPAIR - MISCELLANEOUS DETAILS

LIST OF BASEMENT DRAWINGS

ARCHITECTURAL BASEMENT

AB-001 45 58 12731045 ARCHITECTURAL NOTES

AB-101 46 58 12731046 BASEMENT FLOOR REPAIR PLAN

AB-102 47 58 12731047 PARTIAL BASEMENT CONCRETE

PREP PLAN

AB-103 48 58 12731048 PARTIAL BASEMENT CONCRETE

REPAIR PLAN

AB-104 49 58 12731049 BASEMENT PAINT AND MASONRY

REPAIR PLAN

AB-501 50 58 12731050 ENLARGED BASEMENT PARTIAL

FLOOR PLAN

AB-502 51 58 12731051 DETAILS AND DOOR SCHEDULE

AB-503 52 58 12731052 BASEMENT FLOOR PHOTO KEYPLAN

AB-504 53 58 12731053 BASEMENT PHOTOS

MECHANICAL BASEMENT

MB-101 54 58 12731054 BASEMENT PLUMBING REMOVALS

PLAN, LEGENDS AND

ABBREVIATIONS

DOCUMENT 00 01 15 Page 3

MB-102 55 58 12731055 BASEMENT PLUMBING REPAIR PLAN

MB-501 56 58 12731056 PLUMBING SCHEDULES AND DETAILS

ELECTRICAL BASEMENT

EB-101 57 58 12731057 BASEMENT ELECTRICAL REMOVALS

PLAN, SYMBOLS, ABBREVIATIONS

AND GENERAL NOTES

EB-102 58 58 12731058 BASEMENT POWER PLAN

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Subsurface Data

Subsurface data, not specified or indicated, has been obtained by the Government at the site. The data is available for examination by prospective bidders. The soils report is included as part of the solicitation.

-- End of Document --

DOCUMENT 00 01 15 Page 4

SECTION 00 41 00

BID SCHEDULES

01/07

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Base Bid Price Schedule

This contract will be awarded as one lump sum with unit prices required for specifically selected work. A schedule of the unit price work is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS.252.236-7008, Contract Prices - Bidding Schedules."

Unit Prices Form

N40085-17-C-6108

(i) Basis of Bid for Item 100 shall be the Total Amount for Item 100(Items 101 through 116), complete in accordance with the drawings and specifications. See 01 11 00 SUMMARY OF WORK for detailed item descriptions.

Item Description Estimated Quantity

Unit Unit Price

Amount

101 Seawall Repairs 1 LS XXX $_____

102 Elevated Platform Replacement 1 LS XXX $_____

103 Northern Return Concrete Wall Repairs

1 LS XXX $_____

104 Northern Ave. Stair Replacement 1 LS XXX $_____

105 Contaminated Soil Removal 1 LS XXX $_____

106 Abandoned Coal Vault Asbestos Abatement

1 LS XXX $_____

107 Hazardous Building Materials Removal

1 LS XXX $_____

108 Stair Landing to First Floor Repairs

1 LS XXX $_____

109 Stair to Lower Basement (East) Repairs

1 LS XXX $_____

110 Lower Basement Level South Elevation Wall Repairs

1 LS XXX $_____

111 Stair to Lower Basement (west) & Open Storage Landing Repairs

1 LS XXX $_____

DOCUMENT 00 41 00 Page 1

Unit Prices Form

112 Lower Basement Level Floor Repairs

1 LS XXX $_____

113 Coal Vault/Chiller Tank Area Repairs

1 LS XXX $_____

114 Main Building Sump Repairs 1 LS XXX $_____

115 Miscellaneous Architectural Repairs

1 LS XXX $_____

116 Miscellaneous Plumbing Repairs 1 LS XXX $_____

Total Amount for Item 100 $_____

1.1.2 Base Bid Unit Prices

This contract will be solicited with unit prices to be applied to estimated quantities for selected work. The unit prices and estimated quantities are included in the base bid price schedule. See Contract Clause. "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys."

Unit Prices Form

Item Description Estimated Quantity

Unit Unit Price

Amount

201 Abandoned Coal Vault Asbestos Abatement

1000 SF XXX $_____

202 Replace Granite Seawall Blocks 3 EA XXX $_____

203 Northern Return Concrete Wall Removal

15 CY XXX $_____

204 Cut-out and Prepare Wall and Floor Cracks and Provide Polyurethane Grout Injection

150 LF XXX $_____

205 Prepare Concrete Slab and Provide Concrete Topping Slab

700 CF XXX $_____

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

DOCUMENT 00 41 00 Page 2

1.1.3 Bid Options Price Schedule

Bid Options Price Schedule Form

N40085-17-C-6108

(i) Basis of Bid for Item 300 shall be the Total Amount for Item 300 (Items 301 through 308), complete in accordance with the drawings and specifications. See 01 11 00 SUMMARY OF WORK for detailed item descriptions.

Item Description Estimated Quantity

Unit Unit Price

Amount

301 Seawall Option 1: Remove, Store and Reinstall Floating Dock

1 LS XXX $_____

302 Seawall Option 2: Replace Lighting Fixtures on Elevated Platform

1 LS XXX $_____

303 Seawall Option 3: Repair Northern Return Concrete Wall Pile Cap

2 CY XXX $_____

304 Building Option 1: Provide Stainless Steel Sump Pump Platform

1 LS XXX $_____

305 Building Option 2: Replace Lower Stair Run

1 LS XXX $_____

306 Building Option 3: Prep and Paint Existing Walls

1 LS XXX $_____

307 Building Option 4: Masonry Repairs/Replacement

1 LS XXX $____

308 Building Option 5: Additional Crack Repairs

200 LF XXX $____

Total Amount for Item 300 $_____

DOCUMENT 00 41 00 Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes all labor, material, equipment, transportation, supervision, and incidental related work required to complete repairs to the Captain John Foster Williams U.S. Coast Guard building and seawall located in Boston, Massachusetts.

1.1.1.1 Item 100: Base Bid

The building will remain in operation during all phases of the work. All work shall be carefully phased and coordinated with the Contracting Officer. The repairs include:

101. Seawall Repairs - includes the removal and reinstallation of all appurtenances; removal of the concrete slab, steel support beams and concrete backer wall; deconstruction and reconstruction of the top four courses of the granite block seawall, installation of a new concrete slab-on-grade, backer wall, backfill material, and guardrail system. For bidding purposes, assume that three granite seawall blocks are non-salvageable and will need to be replaced.

102. Elevated Platform Replacement - includes the removal of the existing concrete elevated platform, installation of micropiles and pile cap, and installation of steel platform with brick veneer.

103. Northern Return Concrete Wall Repairs - includes removal of existing sheet piling, removal of deteriorated concrete to a competent subsurface, installation of reinforcement and placement of new concrete facing.

104. Northern Ave. Stair Replacement - includes the removal of the existing concrete stairway and installation of concrete stairs supported on a steel frame structure with granite treads and brick veneer.

105. Contaminated Soil Removal - includes removal and proper disposal of the soil behind the seawall identified for removal.

106. Abandoned Coal Vault Asbestos Abatement - includes the proper removal and disposal of asbestos containing materials within the abandoned coal vault area.

107. Hazardous Building Materials Removal - includes the proper removal and disposal of the hazardous building materials identified to include lead paint, asbestos and PCBs.

108. Stair Landing to First Floor Repairs - All work associated with providing stair landing repairs to the first floor to include providing concrete sump, sump pump; including piping and

SECTION 01 11 00 Page 1 electrical connections and miscellaneous polyurethane grout wall and crack injection and architectural repairs.

109. Stair to Lower Basement (East) Repairs - All work associated with providing stair to lower basement (east)repairs to include providing concrete trench and sump, sump pump, piping and electrical connections, FRP ramp and miscellaneous polyurethane grout wall crack injection and architectural repairs.

110. Lower Basement Level South Elevation Wall Repairs - All work associated with providing lower basement level south elevation wall repairs to include providing polyurethane grout wall crack injection.

111. Stair to Lower Basement (west) & Open Storage Landing Repairs - All work associated with providing stair to lower basement (west) and open storage landing repairs to include providing polyurethane grout wall crack injection.

112. Lower Basement Level Floor Repairs - All work associated with providing lower basement level floor repairs to include concrete trench and sump installation, sump pump installation; including piping and electrical connections, masonry wall removal and replacement, concrete floor topping slab and repairs miscellaneous polyurethane grout wall crack injection and architectural repairs.

113. Coal Vault/Chiller Tank Area Repairs - All work associated with coal vault/chiller tank area repairs to include providing polyurethane grout floor and wall crack injection and miscellaneous concrete floor and architectural repairs.

114. Main Building Sump Repairs - All work associated with providing main building sump repairs to include the removal and replacement of the existing main building sump and associated platform and covers and provide platform, sump pumps, piping, controls and electrical connections.

115. Miscellaneous Architectural Repairs - All work associated with providing miscellaneous architectural repairs to include the removal/replacement of custom hollow metal doors, condenser table as well as preparing and painting wall surfaces.

116. Miscellaneous Plumbing Repairs - All work associated with providing miscellaneous plumbing repairs to include the removal and replacement of deteriorated steam meter, piping and floor drain.

1.1.1.2 Item 200: Base Bid Unit Prices

201. Asbestos Abatement within Abandoned Coal Vault - It is anticipated that Asbestos Containing Materials (ACM) exist within the abandoned coal vault area. Provide controls as necessary to accomplish work.

202. Replace Granite Seawall Blocks - It is anticipated that three of the granite seawall blocks will be non-salvageable and will require replacement.

203. Northern Return Concrete Wall Removal - Removal of deteriorated

SECTION 01 11 00 Page 2 concrete to a competent subsurface.

204. Cut-out and Prepare Wall and Floor Cracks and Provide Polyurethane Grout Injection - Polyurethane grout injection of wall and floor cracks.

205. Prepare Concrete Slab and Provide Concrete Topping Slab - Concrete topping slab installation.

1.1.1.3 Item 300: Bid Option

Phase bid option work as directed by the Contracting Officer.

301 Seawall Option 1: Remove, Store and Reinstall Floating Dock System - includes the removal and storage of the the floating dock system, to include three (3) spud pile; the reinstallation of the floating dock system prior to the Contractor leaving the site. If awarded, the floating dock shall not be removed prior to July 5, 2017.

302. Seawall Option 2: Replace Lighting Fixtures on Elevated Platform

- includes the cost of material to replace nine lighting fixtures located on the elevated platform.

303. Seawall Option 3: Repair Northern Return Concrete Wall Pile Cap

- includes the removal of deteriorated concrete, installation of steel reinforcement and placement of new concrete pile cap.

304. Building Option 1: Provide Stainless Steel Sump Pump Platform -includes the cost of material to provide a stainless steel main building sump pump platform.

305. Building Option 2: Replace Lower Stair Run - includes all work associated with removing existing lower stair run and providing galvanized steel stair to match the existing.

306. Building Option 3: Prep and Paint Existing Walls - includes all work associated with preparation and painting of existing walls.

307. Building Option 4: Masonry Repairs/Replacement - includes all work associated with removing and replacing deteriorated brick and cmu.

308. Building Option 5: Additional Crack Repairs - includes all work associated with the injection of cracks with polyurethane grout.

1.1.2 Location

The work is located at the Captain John Foster Williams U.S. Coast Guard building located at 408 Atlantic Avenue in Boston, Massachusetts.

1.2 OCCUPANCY OF PREMISES

The building 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 procedures, means of access, space for storage of materials and equipment, SECTION 01 11 00 Page 3 and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing 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.

1.4 LOCATION OF UNDERGROUND UTILITIES

Contact "DIG SAFE" at least 14 calendar days, but no more than 30 days, prior to excavating, to mark utilities. 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 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 of where work is to be conducted .

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 Photographs and Testing Reports

Photos and testing reports from inspections are provided for information only and does not relieve the Contractor from conducting necessary pre-construction surveys in order to verify field conditions.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00.00 22

WORK RESTRICTIONS

03/15

PART 1 GENERAL

This specification provides requirements specific to this installation in regards to scheduling, access, utility, outages and other restrictions.

Additional site specific security and access requirements are included in Attachment "B". In event of a conflict the more stringent requirement shall control.

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ATTACHMENT "A" "GSA FORM 1755"

The attachment is included following the end of this specification section. If attachments are missing from this copy of specification notify the Contracting Officer.

ATTACHMENT "B" "PERSONNEL SECURITY REQUIREMENTS"

The attachment is included following the end of this specification section.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Schedule; G

GSA Form 1755; G

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. The facility will remain in operation during the entire construction

SECTION 01 14 00.00 22 Page 1 period. The Contractor shall conduct his/her operations so as to cause the least possible interference with normal operations of the Activity.

b. Permission to interrupt any utility services activity shall be submitted to the Contracting Officer in writing a minimum of 7 calendar days prior to the desired date of interruption.

c. Coordinate the work with the sequencing/phasing requirements.

d. The walkway immediately adjacent to the seawall will be closed to the public throughout the duration of the seawall construction.

e. Contractor shall not mobilize waterside equipment until afer July 11, 2017.

f. If Seawall Bid Option 1 is awarded, the floating dock shall not be removed prior to July 5, 2017.

1.3.1 Schedule

A detailed weekly schedule shall be submitted once a week by the close of business on the last day of the previous week's work for work planned within classified areas. The schedule shall include the following:

a. Specific location of work for each trade.

b. Description of work for each trade

c. Number of persons who will be on site for each location and trade

d. Specific impacts required, such as equipment or utility shutdowns.

e. Hours of operation

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter restricted areas unless required to do so and until cleared for such entry.

Keep driveways and entrances serving the premises clear and available at all times to the Government, Government employees and to visitors. Do not use these areas for parking or storage of materials.

All Contractors' equipment shall be conspicuously marked for identification.

If Seawall Bid Option #1 is not awarded, Owner will coordinate removal and reinstallation of floating dock. Notify Contracting Officer 60 days in advance of mobilizing barge to the site.

1.4.1 Subcontractors and Personnel Contacts

Furnish 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, correct and change the information contained in previous lists.

SECTION 01 14 00.00 22 Page 2

1.4.2 Parking

No parking will be available on site during working hours. The Contractor and Contractor's employees shall make their own arrangements for vehicle parking off site.

1.4.3 Building Access

Coordinate with the GSA Building Manager and the Contracting Officer for site access.

1.4.4 Energy Conservation

In cooperation with Government representatives, the Contractor shall participate in an active program directed toward the efficient use of energy. Government furnished utilities will not be provided for air conditioning of Contractor trailers or office areas. Government will not provide utilities to the barge, but will to those inside the building.

1.4.5 Fire Prevention

Any HOT WORK (welding, burning, grinding, cutting, etc.) requires the GSA Form 1755 be filled out and submitted prior to commencing such work. Hot Work permit needs to be provided to the building manager on a weekly basis.

1.4.6 Smoking Policy

Smoking is not permitted in or around the building.

1.4.7 Building Protection

Maintain existing building in a safe and weather-tight condition throughout the construction period. Repair damage caused by construction operations to the satisfaction of the Contracting Officer. Take precautions to protect the building, its occupants and the public during the construction period. A representative of the Contractor shall be available to arrive on site within one (1) hour of notice should an emergency occur.

Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building.

1.4.8 Elevator Loading

Contractor loading shall not exceed the safe loading capacity of the building elevator. Elevator is rated for an allowable capacity of 3,000 pounds.

1.5 WORKING HOURS

Regular working hours shall consist of a period established by the Contracting Officer between 7 AM and 5:00 PM, Monday through Friday, excluding Government holidays. The regular working hours shall be confirmed with the Contracting Officer.

1.5.1 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Provide written requests fifteen (15) Calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in

SECTION 01 14 00.00 22 Page 3 progress. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.5.2 Sequencing of Work

The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

1.6 GOVERNMENT OCCUPANCY

The Government will occupy the site and the existing building during the entire period of construction. Cooperate with the Government's representatives during construction operations to minimize conflicts, mitigate noise, and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

The Government reserves the right to occupy, place and install equipment in complete areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. The Government's installation of equipment and partial occupancy shall not constitute acceptance of the total Work.

1.7 FIRE PROTECTION

1.7.1 Compliance

The Contractor shall comply with COE EM 385-1-1, NFPA 241, Utility and Facility Outages, and Activity's fire regulations. Obtain approval from the Activity's Fire Chief via the Contracting Officer prior to commencement of hot work operations.

1.8 SECURITY REQUIREMENTS

1.8.1 General

Contractor employees and representatives performing work under this contract are required to be United States citizens. If naturalized, the individual shall present his naturalization papers to the Security Officer for inspection. Foreign born personnel shall present evidence of citizenship regardless of citizenship of parents, as required by immigration laws.

1.8.2 Access to the Site

The areas at the Williams Building site are located inside a secure perimeter. Access will be limited to employees or subcontractors with a secure reliable form of identification in accordance with Homeland Security Presidential Directive-12 (HSPD-12). The Contractor shall maintain, update and provide an access list to the Contracting Officer.

The secure and reliable form of identification will be issued to approved individuals from the access list. The Contractor shall have all employees and subcontractors maintain the issued identification at all times while on the project site.

SECTION 01 14 00.00 22 Page 4

1.8.3 Contractor Security Responsibilities

Contractor employees shall not transport, drink, or have in their possession any alcoholic beverages. Possession of any controlled substances without a physician's prescription is also prohibited. Any Contractor employee appearing to be under the influence of intoxicating liquor or narcotics will be escorted off of the Station, and turned over to the local Police Department.

Possession of firearms, ammunition and/or explosives is prohibited.

The Contractor shall indoctrinate personnel on access limitations to ensure security control is maintained as an integral part of their work pattern and habit.

1.8.4 Security Regulations

Refer to the Construction Contract Agreement Section III, Terms and Conditions, for HSPD-12 suitability investigation requirements for Contract employees requiring access to the facility. Also see http://www.GSA.gov/HSPD12 for more security requirements.

1.8.4.1 General Security Requirements

a. Contractors and their staff will be required to comply with security regulations imposed by the occupying agency including any necessary clearances required for access to classified areas. Access to the project site will be limited to specific times established by the Government.

b. After award of the Contract, all Contractor employees requiring access to classified areas shall be required to furnish information for security clearances and shall comply with security regulations as imposed by the occupying agency as defined in this section.

c. Notification: For all contracting staff that has been successfully cleared, notify the Contracting Officer, or their designated representative, not less than 48 hours prior to performing work in a classified security area. Including the following:

1. Companies: Name of each company performing the work.

2. Employee names.

3. Time: The exact time, date, and hours of work.

4. Areas: Specific areas of the building in which work is to be performed.

1.8.4.2 General Security Regulations

Agency Security Regulations: All persons employed within the boundaries of the restricted-access areas therein, and all persons permitted to enter such property and areas shall comply with the security regulations that have been established for this Contract.

a. The Contractor agrees on behalf of themselves and all subcontractors that the following security regulations will be observed by Contractor and subcontractor personnel on the property. The Contractor shall make

SECTION 01 14 00.00 22 Page 5 it a specific provision of his subcontracts that these regulations be accepted.

b. At the commencement of the work under this Contract, the following security facilities and procedures will apply for classified areas within the facility:

1. The Contractor shall provide information about all Contractor and subcontractor personnel and others who require continuing access to the site, before access is required and when access ceases.

2. Within 30 calendar days after the award of the Contract, the Contractor shall submit a list on the Contractor's letterhead stationary of all employees, subcontractors and their employees, and others who will perform work or otherwise require access to the classified area. Personnel shall be listed in alphabetical order by company. The list shall include their full.

3. The Contractor shall notify the Government in writing when personnel are no longer employed by the Contractor or a subcontractor that have been cleared.

4. In order to permit the Government to supply credential, the shall follow the procedures for obtaining an HSPD-12 credential as outlined in the Construction Contract Agreement section of the solicitation.

5. The credential furnished by the Government to each Contractor employee or other person granted access to the classified area will serve to authorize the wearer to enter and leave the classified area. The credential must be worn so as to be clearly visible at all times when on the work site. The credential will be retained by the individual as long as they require continued admittance to the classified area. The Contractor will arrange for the credentials immediate return to the Government when such need ceases. Temporary or visitor badges along with escorts will be provided for persons who are identified as having an infrequent or temporary legitimate business need for access to the classified area.

c. At the commencement of the work under this contract, the following security procedures shall apply to the Contractor and all subcontractors.

1. Comply with the security regulations of the building.

2. Cameras are not permitted without written permission from the Occupant Agency and the Contracting Officer or his designated representative. If approved, permission will be granted in writing and will provide additional guidelines.

3. Personnel may be subject to inspection of their personal effects when entering and leaving the facility. In addition, unscheduled inspections of personnel may be made while on site.

4. If any work scheduled within the classified area is canceled, notify the Contracting Officer or his designated representative.

d. The Occupant Agency reserves the right to close down the job site and

SECTION 01 14 00.00 22 Page 6 order Contractor personnel off the premises in the even of a national emergency or a shut-down, for as long as security problems persist.

The Contractor may only return to the site with verbal approval from the Occupant Agency and the Contracting Officer or his authorized representative.

e. The Government reserves the right to exclude or remove from the site or building any employee of the Contractor or a subcontractor whom the Government deems incompetent, careless, insubordinate or otherwise objectionable, or whose continued employment on the work is deemed by the Government to be contrary to the public interest. The Government further reserves the right to complete processing of the security documentation for personnel assigned to work within classified areas prior to access to such areas by the personnel.

f. For overtime work within the classified area, the Contractor shall give the Contracting Officer or his designated representative at least 5 calendar days notice. This notice is required so that security escorts may be provided and is separate and distinct from any notices required for utility shutdown or other outages. Also, the Contractor shall notify the Government if personnel will not report to the job site on a particular day so that the security escort can be released for other duties.

g. A detailed weekly schedule shall be submitted once a week by the close of business on the last day of the previous week's work for work planned within classified areas. The schedule shall include the following:

1. Specific location of work for each trade.

2. Description of work for each trade.

3. Number of persons who will be on site for each location and trade.

4. Specific impacts required, such as equipment or utility shutdowns.

5. Hours of Operation.

1.8.5 Security Procedures

At the commencement of work under this contract, the following security procedures shall apply to the Contractor and all subcontractors.

a. Comply with the security regulations of the building

b. Cameras are not permitted without written permission from the Occupancy Agency and the Contracting Officer or their designated representative.

If approved, permission will be granted in writing and will provide additional guidelines.

c. Personnel may be subject to inspection of their personal effects when entering and leaving the facility. In addition, unscheduled inspections of personnel may be made while on site.

d. In any work scheduled within the classified area is canceled, notify the Contracting Officer or his designated representative.

SECTION 01 14 00.00 22 Page 7

1.8.5.1 Job Site Closure

The Occupant Agency reserves the right to close down the job site and order Contractor personnel off the premises in the event of a national emergency or a shut-down, for as long as security problems persist. The Contractor may only return to the site with verbal approval from the Occupant Agency and the Contracting Officer or their authorized representative.

1.8.5.2 Removal From Site

The Government reserves the right to exclude or remove from the site or building any employee of the Contractor or a subcontractor whom the Government deems incompetent, careless, insubordinate or otherwise objectionable, or whose continued employment on the work is deemed by the Government to be contrary to the public interests. The Government further reserves the right to complete processing of the security documentation for personnel assigned to work within classified areas prior to access to such areas by the personnel.

1.8.5.3 Overtime Work

For overtime work within the classified area, the Contractor shall give the Contracting Officer or their designated representative at least 5 calendar days notice. This notice is required so that security escorts may be provided and is separate and distinct from any notices required for utility shutdown or other outages. Also, the Contractor shall notify the Government if personnel will not report to the job site on a particular day so that the security escort can be released for other duties.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 14 00.00 22 Page 8

ATTACHMENT A:

“Permit for Welding, Cutting, or Brazing”, GSA Form

1755.

PERMIT FOR WELDING,

CUTTING, OR BRAZING

1A. NAME OF EMERGENCY CONTACT 1B. TELEPHONE NUMBER

2. OFFICE ISSUING PERMIT

B. SPECIFIC LOCATION WITHIN BUILDINGA. BUILDING NAME

3. LOCATION

FOR PERMIT

5. SPECIAL NATURE OF WORK4A. DATE OF WORK

4B. START TIME

a.m.

p.m.

4C. STOP TIME

p.m.

a.m.

6. ANTICIPATED HAZARD DUE TO WORK (Safety/Health/Fire)

7. LIST OF PROTECTIVE CLOTHING AND EQUIPMENT REQUIRED FOR WORK (Include personal protection and public production)

8. NAME OF PERSON PERFORMING WORK 9. NAME OF FIRE WATCH AT SITE

10. EMERGENCY PRECAUTIONS (Include type of required fire extinguisher)

11. PREWORK SITE INSPECTOR

A. SIGNATURE B. NAME AND TITLE C. DATE

12. PERMIT ISSUED BY

C. DATEB. NAME AND TITLEA. SIGNATURE

A. SIGNATURE OF POST-WORK CHECKUP INSPECTOR 13B. DATE

GENERAL SERVICES ADMINISTRATION GSA FORM 1755 (REV. 6-91)

INSTRUCTIONS

General: A permit must be issued prior to starting welding, cutting, or brazing, regardless of GSA Service involved. All welding, cutting, or brazing shall adhere to the relevant OSHA Standards (29 CFR 1910, or 29 CFR 1926). Every item on the form must be completed. The lack of signatures or any item not completed voids the permit. If the work is performed for a confined space entry task, a copy of this form is posted next to GSA form 3625, Permit for Confined Space Entry. Both forms must be clearly posted outside the confined space. Prior approval from the regional Safety Environmental Management Office is mandatory if the permit is issued for a confined space entry task. Upon completion of the work, or when the expected stop time is reached (which ever comes first), the completed permit is returned to the issuing authority for filling. The issuance of the permit in no way relieves a contractor of responsibility for an accident resulting from negligence with the work.

1A - 1B Fill in the emergency name and telephone number in red (preferred).

4A - 4C Permit is not valid 30 minuted prior to the end of the schedule work shift.

5 Validation for permit.

7 Protective devices also included screens and barricades for the protection of others.

8 Initial beside name to indicate knowledge and understanding of the form, its intended purpose, an safety precautions per OSHA Standard 29 CFR 1910, Subpart Q.

9 Initial besides name to indicate knowledge and understanding of the form and duties of a fire watch per OSHA Standard 29 CFR 1910, Subpart Q. The fire watch will not be the same person performing the work.

11 The pre-work inspection must be on the date of work before starting the operation. The supervisor in charge of the GSA employee performing the work or the Contracting Officer's representative conducts the inspection. The inspector ensures all combustibles are removed, covered, or protected.

12 Approves by the facility manager or authorized representative.

13 Conduct checkup 30 minutes after completion of work. Inspection should ensure the area is free of hazardous conditions.

Item No. Action

ATTACHMENT B:

“Personnel Security Requirements”

Personnel Security Requirements

In the performance of work required under this contract, all contractor personnel must present proper identification to gain access to building areas housing federal operations. Contractor personnel means

Contractor employees and Contractor subcontractor employees at all tiers.

Contractor personnel requiring daily/weekly access to building areas housing federal operations shall undergo background investigations conducted by the United States Government, and will be issued

Government‐wide standard secure and reliable forms of identification issued by the Federal

Government (i.e., federal personal identity verification (PIV) credentials) as required under Homeland

Security Presidential Directive‐12 (HSPD‐12). Credentialed Contractor personnel must wear their PIV credential cards visibly above the waist at all times while in building areas housing federal operations.

Regardless of the type of background check required, a satisfactory law enforcement check called Enter on Duty (EoD) determination, allows unescorted physical access to facilities for all contractors. The type of contractor determines which forms are to be submitted in order to obtain an EoD:

LONG TERM (NACI) SECURITY CLEARANCE

Contractor Information Worksheet (CIW): For all projects the CIW will be submitted to the Security clearance Office within the Service Center where the work will be completed.

Once the applicant is invited from the CIW and completes their E_QIP application, the following will need to be uploaded into e‐qip:

Signature Pages (release and certification)

OF‐306 completed sections 1 through 17

GSA 3665 (Credit Release Form)

Fingerprints are then to be completed using the GSA Credentialing Center.. If the contractor is 100 miles or more from a center then 2 hard copy SF 87 cards will need to be sent to the security clearance office.

SHORT TERM SECURITY CLEARANCE

Completed CIW

OF‐306 completed sections 1 through 17.

Fingerprints are then to be completed using one of the Credentialing Centers either the GSA Chicago or

Detroit location or a shared location. If the contractor is 100 miles or more from a center then 2 hard copy SF 87 cards will need to be sent to the security clearance office.

The Contractor shall incorporate provisions in all applicable subcontracts as necessary to ensure compliance with all requirements provided in this Contractor Personnel Security Requirements section.

Notice to Proceed (NTP) may not be issued until security clearances are complete, unless directed by the

GSA Contracting Officer. For all employees requiring a long term clearance, the A/E shall provide the documents required above to the GSA at least 20 calendar days before the subject individuals will require access to building areas housing federal operations. The documents required for each applicant shall be provided in a separate sealed and secured envelope.

All other Contractor personnel requiring temporary one time only escorted access to building areas housing federal operations when the building is occupied, will be issued visitor badges upon entry, must wear their visitor badges visibly above the waist, and must surrender their visitor badges upon exit.

All non‐PIV credentialed Contractor personnel must be escorted at all times (including after hours) while in building areas housing federal operations, when the building is occupied. The escort must be a PIV credentialed individual who has been found suitable after completion of the required background investigation.

Those who receive unfavorable results will be denied any access to building areas, pending completion of any adjudication and/or appeal process or final determination.

Application process and further information is located at http://www.gsa.gov/hspd12.

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

03/15

PART 1 GENERAL

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)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

All progress payment amounts will be derived from and tied to the cost loaded schedule activities per Section 01 32 17.00 25 NETWORK ANALYSIS

SCHEDULES.

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Provide labor, material, and equipment for each line item. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

SECTION 01 20 00.00 20 Page 1

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 7300/31 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC LANT Form 4-330/110 (New 7/84) on NAVFAC LANT contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Contractor's Monthly Estimate for Voucher (NAVFAC LANT Form 4-330/110 (New 7/84)) with Subcontractor and supplier payment certification.

i. Affidavit to accompany invoice (NAVFAC LANT NORVA Form 4-4235/4 (Rev.5/81)).

j. Materials on Site.

k. Monthly Work-hour report.

l. Solid Waste Disposal Report.

1.5.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, the documents listed in paragraph "CONTENT OF INVOICE" shall be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it shall be provided as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice.