Attachment_2_VIIS_251144B_-_SPECIFICATIONS_VOL1.pdf

Replace Office & Housing Space Impacted by Hurricanes Irma and Maria - Lind Point Project

Virgin Islands National Park

St. John, U.S. Virgin Islands

PMIS #: VIIS 251144B

SPECIFICATIONS

VOL 1

NATIONAL PARK SERVICE

MAY 17, 2021

TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 000107 - SEALS PAGE

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011100 - SUMMARY OF WORK

SECTION 012200 - UNIT PRICES

SECTION 012601 - CONTRACT MOD PROCEDURES

SECTION 012700 - CONTRACT LINE ITEMS

SECTION 013100 - PROJECT MANAGEMENT & COORDINATION

SECTION 013216 - CONSTRUCTION SCHEDULE

SECTION 013323 - SUBMITTAL PROCEDURES

SUBMITTAL LIST

SECTION 013513 22 - ARCHEOLOGICAL PROTECTION

SECTION 013523 - OWNER SAFETY REQUIREMENTS

SECTION 014000 - QUALITY REQUIREMENTS

ACCESSIBILITY INSPECTION REPORT FORM

STATEMENT OF STRUCTURAL TEST & SPECIAL INSPECTIONS

SECTION 014200 - REFERENCE STANDARDS

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 015719 11 - INDOOR AIR QUALITY

SECTION 015719 12 - NOISE ACOUSTICS MANAGEMENT

SECTION 015723 - STORM WATER POLLUTION

SECTION 016700 - PRODUCT REQUIREMENTS

SECTION 017340 - EXECUTION

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 017823 - OPERATION AND MAINTENANCE DATA

CLOSEOUT AND O&M REQUIREMENTS

SECTION 017900 - DEMO AND TRAINING

SECTION 018114 - TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

SECTION 024116 - STRUCTURE DEMOLITION

SECTION 024119 - SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

SECTION 033000 - CAST-IN-PLACE-CONCRETE

DIVISION 04 - MASONRY

SECTION 042000 - UNIT MASONRY

SECTION 042000 - CONCRETE UNIT MASONRY

SECTION 044313.13 - ANCHORED STONE MASONRY VENEER

SECTION 047200 - CAST STONE MASONRY

DIVISION 05 - METALS

SECTION 051200 - STRUCTURAL STEEL

SECTION 053100 - STEEL DECK

SECTION 055000 - METAL FABRICATIONS

SECTION 057300 - DECORATIVE METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061000 - ROUGH CARPENTRY

SECTION 061000.13 - ROUGH CARPENTRY

SECTION 062013 - EXTERIOR FINISH CARPENTRY

SECTION 062023 - INTERIOR FINISH CARPENTRY

SECTION 064113 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS

SECTION 064116 - ALUMINUM COMPOSITE PANEL-CLAD ARCHITECTURAL CABINETS

SECTION 068013 - COMPOSITE FRAMING SUPPORT (CFS) SYSTEM

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 071416 - COLD FLUID-APPLIED WATERPROOFING

SECTION 071600 - POLYMER MODIFIED CEMENT WATERPROOFING

SECTION 072100 - THERMAL INSULATION

SECTION 072600 - VAPOR RETARDERS

SECTION 075600.11 - FLUID-APPLIED MEMBRANE ROOFING, CONCRETE DECK

SECTION 075600.13 - FLUID-APPLIED MEMBRANE ROOFING, INSULATED

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 077123 - MANUFACTURED GUTTERS

SECTION 077200 - ROOF ACCESSORIES

SECTION 078413 - PENETRATION FIRESTOPPING

SECTION 078443 - JOINT FIRESTOPPING

SECTION 079200 - JOINT SEALANTS

SECTION 079210 - FLUID APPLIED FLASHINGS

SECTION 079513 - EXPANSION JOINT COVER ASSEMBLIES

DIVISION 08 - OPENINGS

SECTION 081213 - HOLLOW METAL FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 081433 - STILE AND RAIL WOOD DOORS

SECTION 081613 - FLUSH FRP DOORS

SECTION 083113 - ACCESS DOORS AND FRAMES

SECTION 083323 - OVERHEAD COILING DOORS

SECTION 083483 - FLOOR DOORS

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

SECTION 085113 - ALUMINUM WINDOWS

SECTION 087100 - DOOR HARDWARE

SECTION 088000 - GLAZING

SECTION 089000 - LOUVERS AND VENTS

SECTION 089119 - FIXED LOUVERS

DIVISION 09 - FINISHES

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 092400 - CEMENT PLASTERING

SECTION 092900 - GYPSUM BOARD

SECTION 093013 - CERAMIC TILING

SECTION 095123 - ACOUSTICAL TILE CEILINGS

SECTION 096813 - TILE CARPETING

SECTION 099123 - INTERIOR PAINTING

SECTION 099300 - STAINING AND TRANSPARENT FINISHING

SECTION 099600 - HIGH-PERFORMANCE COATINGS

SECTION 099653 - ELASTOMERIC COATINGS

DIVISION 10 - SPECIALTIES

SECTION 101100 - VISUAL DISPLAY UNITS

SECTION 101200 - DISPLAY CASES

SECTION 101423.16 - ROOM-IDENTIFICATION PANEL SIGNAGE

SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 104413 - FIRE PROTECTION CABINETS

SECTION 104416 - FIRE EXTINGUISHERS

SECTION 105116 - LOCKERS

SECTION 105143 - WIRE MESH STORAGE LOCKERS

SECTION 105626.13 - MOBILE STORAGE SHELVING UNITS - ARCHIVE

SECTION 105626.13 - MOBILE STORAGE SHELVING UNITS - COLLECTIONS

SECTION 105723.14 - FIXED WIRE SHELVING

DIVISION 11 - EQUIPMENT

SECTION 111313 - LOADING DOCK BUMPERS

SECTION 118129 - HORIZONTAL FALL PROTECTION

DIVISION 12 - FURNISHINGS

SECTION 122113 - LOUVER BLINDS

SECTION 122413 - ROLLER WINDOW SHADES

SECTION 123653 - LABOATORY WORK SURFACES

SECTION 123661.19 - QUARTZ AGGLOMERATE COUNTERTOPS

DIVISION 13 - SPECIAL CONSTRUCTION

NOT APPLICABLE

DIVISION 14 - CONVEYING EQUIPMENT

VOLUME 2

DIVISION 21 - FIRE SUPPRESSION

SECTION 211313 - FIRE SUPPRESSION SYSTEM

DIVISION 22 - PLUMBING

SECTION 220000 - BASIC PLUMBING MATERIALS AND METHODS

SECTION 220510 - PLUMBING COORDINATION

SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING

SECTION 220523 - GENERAL-DUTY VALVES FOR PLUMBING PIPING

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

SECTION 220719 - PLUMBING PIPING INSULATION

SECTION 221006 - FACILITY GAS PIPING

SECTION 221113 - FACILITY FUEL - OIL PIPING

SECTION 221116 - DOMESTIC WATER PIPING

SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES

SECTION 221316 - SANITARY WASTE AND VENT PIPING

SECTION 223400 - FUEL-FIRED, DOMESTIC-WATER HEATERS

SECTION 224000 - PLUMBING FIXTURES

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

SECTION 230000 - BASIC MECHANICAL MATERIALS AND METHODS

SECTION 230510 - MECHANICAL COORDINATION

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230713 - DUCT INSULATION

SECTION 230719 - HVAC PIPING INSULATION

SECTION 232300 - REFRIGERANT PIPING

SECTION 233113 - METAL DUCTS

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233413 - HVAC FANS

SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES

SECTION 237433 - DEDICATED OUTDOOR-AIR UNITS

SECTION 238123 - CRITICAL ZONE AIR-CONDITIONERS

SECTION 238126 - SPLIT-SYSTEM HEAT PUMPS & AIR-CONDITIONERS

DIVISION 25 - INTEGRATED AUTOMATION

DIVISION 26 - ELECTRICAL

SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260502 - ELECTRICAL ACCEPTANCE TESTS

SECTION 260510 - ELECTRICAL SUBMITTALS

SECTION 260511 - ELECTRICAL WORK CLOSEOUT

SECTION 260512 - ELECTRICAL COORDINATION

SECTION 260513 - MEDIUM-VOLTAGE CABLES - 15KV

SECTION 260519 - LOW-VOLTAGE ELECTRICAL CONDUCTORS AND CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

SECTION 260548 - VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260574 - SHORT CIRCUIT, OVERCURRENT PROTECTION, ARC FLASH HAZARD

ANALYSIS

SECTION 260800 - COMMISSIONING OF ELECTRICAL SYSTEM

SECTION 260944 - RMS LIGHTING CONTROLS

SECTION 261200 - MEDIUM-VOLTAGE TRANSFORMERS

SECTION 262400 - SWITCHBOARDS AND PANELBOARDS

SECTION 262726 - WIRING DEVICES

SECTION 262813 - FUSESSECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 263100 - PHOTOVOLTAIC ENERGY EQUIPMENT

SECTION 263200 - PACKAGED GENERATOR ASSEMBLIES

SECTION 263600 - AUTOMATIC TRANSFER SWITCHES

SECTION 264100 - FACILITY LIGHTNING PROTECTION

SECTION 264300 - SURGE PROTECTIVE DEVICES

SECTION 265100 - LIGHTINGSECTION 265600 - EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

SECTION 270500 - COMMON WORK RESULTS FOR COMMUNICATIONS

SECTION 271101 - COMMUNICATION EQUIPMENT RACKS

SECTION 271300 - COMMUNICATIONS BACKBONE CABLING

SECTION 271500 - COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 280500 - COMMON WORK RESULTS FOR SAFETY AND SECURITY

SECTION 281300 - ACCESS CONTROL

SECTION 281600 - INTRUSION DETECTION

SECTION 282300 - VIDEO SURVEILLANCE

SECTION 283111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

DIVISION 31 - EARTHWORK

SECTION 311000 - SITE CLEARING

SECTION 312000 - EARTH MOVING

SECTION 312500 - EROSION AND SEDIMENT CONTROL

SECTION 312216 - ASPHALT PAVING

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 321143 - GRAVEL POROUS PAVEMENT

SECTION 321216 - ASPHALT PAVING

SECTION 321313 - CONCRETE PAVING

SECTION 329300 - PLANTS

DIVISION 33 - UTILITIES

SECTION 333000 - SANITARY SEWER

SECTION 334100 - STORM UTILITY DRAINAGE PIPING

DIVISION 34 - TRANSPORTATION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

DIVISION 40 - PROCESS INTEGRATION

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND

STORAGE EQUIPMENT

DIVISION 44 - POLLUTION CONTROL EQUIPMENT

DIVISION 45 - INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

DIVISION 48 - ELECTRICAL POWER GENERATION

APPENDICIES - GEOTECHNICAL REPORTS

2021 0506 - Addendum 3 (Shallow Foundation) 8051 - Lind Point Project, St. John, USVI 2021 0505 - (Flexible and Rigid Pavement Update) Design 8051 - Lind Point Project, St. John, USVI 2020 0930 - Underground Utility Survey (UUS) - 8051 - Lind Point Project, St. John, USVI 2020 0928 - Addendum 2 (Road Pavement Design) 8051 - Lind Point Project, St. John, USVI 2020 0928 - (Flexible and Rigid Pavement) Design 8051 - Lind Point Project, St. John, USVI 2019 1213 - Addendum 1 (Shallow Foundation & Corrosion Series) - 8051 - Lind Point Project, St. John, USVI 2019 1120 - Geotechnical Report - 8051 - Lind Point Project, St. John, USVI (RC)

VIIS 251144 000107

SEALS PAGE

CIVIL ENGINEER:

John Prorock, PE

PE # 1711-E

Divisions:

024116 024119 311000 312000 312500 321143 321216 231313 333000 334100

LANDSCAPE ARCHITECT:

Kevin Vollnogle, PLA, ASLA License # 1637-LA Divisions:

329200 329300

RESOURCE MANAGEMENT AND

SCIENCE ARCHITECT:

Elizabeth Corr, AIA License #1628-A Divisions: 01-49 Sections Where indicated as prepared By other design professionals below

HOUSING ARCHITECT:

Aaron Bowman, AIA License # 1639-A Divisions: 01-49 Sections except where indicated as prepared by other design professionals below

STRUCTURAL ENGINEER:

Dean W Ussery, PE

PE #

Divisions:

SEALS PAGE

FIRE PROTECTION ENGINEER

PLUMBING ENGINEER

MECHANICAL ENGINEER:

William Billard, PE

PE # 0-51079-1B

Divisions: 21, 22, 23

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0-51079-1B

05/17/2021

SEALS PAGE

ELECTRICAL ENGINEER:

Andrew Nolen, PE

PE # 0-51069-1B

Divisions: 26, 27, 28

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0-51069-1B

05/17/2021

VIIS - 251144 01 11 00 - 1

091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Work under other contracts.

4. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Work Restrictions.

9. Special Construction Requirements.

10. Soils Investigation Report.

11. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: This project will take place on the North side of Lind Point Road on St John USVI.

Project site will stretch from North Shore Road to the Biosphere buildings, which are to be removed outside of this contract.

B. The Work consists of the following:

1. The Work includes approximately 9,200 square feet for a new resource management administrative building which includes museum collections storage, park archives, dive locker, office space, and archeology lab. In addition to the administrative building, roughly 6,200 sf is dedicated towards two single family homes and one 4 unit housing building.

Each housing structure and the RMS includes a concrete formed cistern and rainwater collection system. Each structure to utilize a series of photovoltaics with batter backup in conjunction with generator and utility power. Site work included on the project includes updated sewer collection system, repaving of Lind Point Road, bioswales, off street parking for resource management & housing facilities, and native and adaptive plantings for all 4 structures.

C. Project will be constructed under a single prime contract.

1.3 WORK PHASES

A. The Work shall be conducted in 3 phases in the following order, with each phase substantially complete before beginning the next phase:

VIIS - 251144 01 11 00 - 2

1. Phase 1: Establish 6 parking spaces outside of the designated construction zone for trail head parking. Work of this phase shall be substantially complete and ready for occupancy prior to commencement of following phase.

2. Phase 2: Construction of 3 housing structures and RMS Facility with associated sitework.

Work of this phase shall be substantially complete and ready for occupancy prior to commencement of following phase.

3. Phase 3: Demolish ‘Bally Building’ once all artifacts have been transferred over to the RMS archive and collections building. Slab to remain in place. The remaining Work shall be substantially complete and ready for occupancy at time of Substantial Completion.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

B. Preceding Work: Government will award separate contract(s) for the following construction operations at Project site. Those operations are scheduled to be substantially complete before work under this Contract begins.

1. A separate contract will be awarded for updating and repairing the townhomes on the south side of Lind Point Road.

C. Concurrent Work: Government will award separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.

1. A separate contract will be awarded for demolition of the existing Biosphere buildings at the lower end of Lind Point Road. Bally Building below to remain in place throughout construction of the RMS facility.

1.5 GOVERNMENT-FURNISHED MATERIALS

A. Government will furnish products indicated.

1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.

2. After delivery, Government will inspect delivered items for damage. Contractor shall be present for and assist in Government's inspection.

3. If Government-furnished items are damaged, defective, or missing, Government will arrange for replacement.

4. Contractor is responsible for receiving, unloading, and handling Government-furnished items at Project site.

5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

7. Contractor shall install and otherwise incorporate Government-furnished items into the Work.

VIIS - 251144 01 11 00 - 3

1.6 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to the centerline of Lind Point Road and north down the hill until the base of the road. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

B. Storage of Materials: Confine storage of materials to the construction site at Lind Point Road, a contractor rented offsite location, and a limited section of the National Park Service Maintenance Yard as noted on the drawings.

C. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

2. Provide temporary barriers to protect existing trees and plants and root zones.

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with

Contracting Officer and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

E. Construction Camp: Establishment of a camp within the park will not be permitted.

F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1.7 PUBLIC USE OF SITE

A. The road will be closed to the general public during construction, however tenants of the duplex housing on the south side of Lind Point Road will have to have access to their homes.

VIIS - 251144 01 11 00 - 4

1.8 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

1. Partial Government Occupancy: Government will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government’s operations.

Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, roads, and other adjacent occupied or used facilities. Do not close or obstruct walkways, roads, or other occupied or used facilities for extended periods of time without written permission from the Contracting Officer (CO).

B. New Buildings

1. Government Occupancy of Completed Areas of Construction: Government reserves the right to occupy and to place and install equipment in completed areas of building, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the entire project.

a. Contracting Officer will prepare a Beneficial Occupancy letter for each specific portion of the Work to be occupied before Government occupancy.

b. Obtain a Certificate of Occupancy from the NPS before Government occupancy.

c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed.

On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

d. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.

1.9 CONDUCT OF OPERATIONS

A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 48 hours in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.10 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, except when otherwise indicated.

VIIS - 251144 01 11 00 - 5

1. Weekend Hours: None unless approved by the contracting officer.

2. Early Morning Hours: None unless approved by the contracting officer.

3. Hours for noisy equipment: 8:00 a.m. to 4:00 p.m.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours for Utility Shutdowns: Outages during weekday working hours not to exceed 4 hours consecutively.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.11 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.

1.12 SOILS INVESTIGATION REPORT

A. A soils investigation report entitled Geotechnical Exploration Performed at the Site of the Proposed Museum Collections Project, St. John, US Virgin Islands has been prepared by Rommel Cintron Aponte dated 11/20/2019.

B. A copy of the report is available to all plan holders with this package.

C. If conflicts occur between the report and drawings or specifications, the drawings and specifications govern.

VIIS - 251144 01 11 00 - 6

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

VIIS 251144B 012200 - 1

UNIT PRICES

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

1.3 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.4 PROCEDURES

A. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

B. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

C. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the Part 3 "Schedule of Unit Prices" Article contain requirements for materials described under each unit price.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: Removal of soil.

VIIS 251144B 012200 - 2

UNIT PRICES

1. Description: Soil excavation and disposal off-site as required, in accordance with Section 312000 "Earth Moving."

2. Unit prices include all necessary material, labor, equipment, plus cost for removal, crushing, barge fees, insurance, applicable taxes, overhead, and profit.

3. Unit of Measurement: cubic yard of soil excavated, based on in-place surveys of volume before and after removal.

B. Unit Price No. 2: Concrete.

1. Description: Concrete required for foundations, walls, or other areas as required, in accordance with Section 033000 "Cast-in-place."

2. Unit prices include all necessary material, labor, equipment, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

3. Unit of Measurement: Cubic yard of concrete, based on in-place surveys of volume of installed concrete.

C. Unit Price No. 3 Additional Structural Fill.

1. Description: Addition or replacement of structural fill for building or road bed foundation in accordance with the geotechnical reports.

2. Unit prices include all necessary material, labor, equipment, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

3. Unit of Measurement: cubic yard of structural fill provided & installed.

END OF SECTION 012200

VIIS - 251144 01 26 01 - 1

031414 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. The work of this section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Project Manager, Assistant Project Manager

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

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6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs for calculating General Requirements:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a 40 hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: This is the hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums , such as:

1) Social Security

2) Medicare

3) Workers Compensation– Policy and company calculation to be made available.

4) FUTA– Cap Rate and percentage to be proportionally allocated over one year.

5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.

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6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement.

Contractor may utilize the government provided Contractor Estimate Form, or their http://en.wikipedia.org/wiki/Employee http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank http://www.nps.gov/dscw/publicforms.htm#ct

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own form, provided that it contains the same information and level of detail as the Gov’t provided form.

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.

Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving the right for additional time and no time extension will be allowed.

4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work.

Any work proposed that will require overtime work or premium pay shall be itemized separately. All rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. The labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup shall be applied to any material provided by the NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for the work being performed.

2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 must be broken out separately.

3. Regardless of ownership, the rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:

a. U.S. Army Corps of Engineers , Ownership and Operating Expense Schedule (use latest edition and applicable region)

b. Construction Blue Book

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c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.

4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), depreciation, storage, insurance, and all incidentals.

Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.

6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the equipment costs minus any operating costs, major repair and overhaul will be accepted.

7. If equipment is in standby mode due solely to a documented NPS delay, the established standby rate shall apply from the first day of the delay.

8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.

10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.

E. Establishment and Application of Overhead and Profit Percentages:

1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.

Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project. Negotiated rates shall not exceed the following percentages for OH&P for contractor self-performed work:

Overhead………………10% Profit……………..……6.40%

2. Total aggregate limit of markup (OH&P) for contractor and subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.

3. If contractors form a partnership, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.

4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, the overhead and profit mark-ups are required on the net increases and deducted on net decreases.

5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.

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PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 012601

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082714 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of the work, include the costs in a related item.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No.0001 Construction of RMS Office Building on Lind Point.

1. This item consists of construction of the RMS Office Building on Lind Point

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

B. Contract Line Item No.0002 Construction of RMS Conference + Archaeology Building on Lind Point.

1. This item consists of construction of the RMS Conference + Archaeology Building on

Lind Point

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

C. Contract Line Item No.0003 Construction of RMS Storage Building on Lind Point.

1. This item consists of construction of the RMS Office Building on Lind Point

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

D. Contract Line Item No.0004 Construction of 2BR House on Lind Point.

1. This item consists of construction of the 2BR house on Lind Point

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

E. Contract Line Item No.0005 Construction of 3BR House on Lind Point.

1. This item consists of Construction of the 3BR house on Lind Point

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

F. Contract Line Item No.0006 Construction of Group Housing on Lind Point.

1. This item consists of construction of the group housing on Lind Point

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082714 DEFINITION OF CONTRACT LINE ITEMS

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

G. Contract Line Item No.0007 Construction of Sitework.

1. This item consists of civil & landscaping work associated with the road replacement & work around the new housing and office complex.

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

H. Contract Line Item No.0008 Construction of Plantings & Revegetation.

1. This item consists of the planting and revegetation work associated with the site around the new housing and office complex.

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

I. Option A – Photovoltaics for RMS Structure.

1. This item consists of construction of the photovoltaics for the RMS Facility.

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

J. Option B – Photovoltaics + Lithium Ion Batteries for RMS Structure.

1. This item consists of construction of the photovoltaics and associated batteries for the RMS

Facility.

2. Measurement for payment will be per monthly progress and substantial completion.

3. Payment will be made at the contract price per lump sum price.

END OF SECTION 01 27 00

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091015 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination.

3. Submittals

4. Coordination Drawings.

5. Requests for Information (RFIs).

6. NPS/DSC SharePoint Project Website.

7. Project meetings.

8. Environmental Coordination.

9. Permits

B. Related Requirements:

1. Section 01 32 16 “Construction Schedule” for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.

4. Section 01 91 14 “Total Building Commissioning” for coordinating the work with Owner’s

Commissioning Authority.

1.2 DEFINITIONS

A. Agency with Jurisdiction B. Construction Permits – Contractor Provided C. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

http://www.nps.gov/dscw/definitionsdc_a.htm#awj http://www.nps.gov/dscw/definitionsdc_c.htm#cpcp http://www.nps.gov/dscw/definitionsdc_g.htm#gfperm

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3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

9. Commissioning activities.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to the Contracting Officer (CO) for resolution of such conflicts.

c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

d. Show location and size of access doors required for access to concealed dampers, valves, and other controls.

e. Indicate required installation sequences.

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2. Sheet Size: At least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

3. Number of Copies: Submit two opaque copies of each submittal. Contracting Officer will return one copy.

4. Refer to individual Sections for Coordination Drawing requirements for Work in those Section

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:

a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Contracting Officer (CO) will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If CO determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, CO will so inform Contractor, who shall make changes as directed and resubmit.

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