Attachment-O4_Museum_Specification_Vol_1.pdf

JEFFERSON NATIONAL EXPANSION

MEMORIAL

SAINT LOUIS, MISSOURI

MUSEUM OF WESTWARD EXPANSION

AND VISITOR CENTER

JNEM

PMIS NO. 199869

CONTRACT #1

VOLUME 1

CONFORMED SPECIFICATIONS

NATIONAL PARK SERVICE

FEBRUARY 18, 2015

OWNER

United States Department of the Interior

National Park Service (NPS) Denver Service Center (DSC)

CLIENT GROUP PARTNERS

CityArchRiver 2015 Foundation St. Louis, MO

Great Rivers Greenway St. Louis, MO

DESIGN TEAM

Architect and Prime Cooper, Robertson & Partners (CRP) New York, NY

Architect Trivers Associates St. Louis, MO

Architectural Design Consultant James Carpenter Design Associates (JCDA) New York, NY

Landscape Architect Michael Van Valkenburgh Associates, Landscape Architects, Inc., PC (MVVA) Brooklyn, NY

Mechanical and Electrical Engineer

KJWW

St. Louis, MO

Structural Engineer Alper Audi, Inc.

St. Louis, MO

Plumbing and Fire Protection Engineer

KAI

St. Louis, MO

Accessibility and Universal Design Cohen Hilberry Architects (CHA) St. Louis, MO

Glass Engineering Consulting Eckersley O’Callahan (EOC) New York, NY

Lighting Designer Tillotson Design Associates (TDA) New York, NY

Audio-Visual Consulting Jaffe Holden Houston, TX

Acoustical Consulting AcoustiControl St. Louis, MO

Site Security Consulting ABS Consulting St. Louis, MO

Electronic Security and IT Consulting Shen Milsom & Wilke (SMW) Chicago, IL

Vertical Transportation Consulting Van Deusen & Associates (DA) Livingston, NJ

Waterproofing Consulting Henshell and Buccellato Shrewsbury, NJ

LEED Consultant hellmuth + bicknese architects St. Louis, MO

Civil Engineer David Mason & Associates (DMA) St. Louis, MO

Stormwater Civil Engineer Civil Design Incorporated (CDI) St. Louis, MO 63104

Irrigation Design Landtech Design St. Louis, MO

Geotechnical Engineer Geotechnology Inc.

St Louis, MO 63146

Fountain Designer Hydro Dramatics Inc.

St Louis, MO

CONTRACT 1 RFP #16 – August 31, 2015

DOCUMENT 000110

TABLE OF CONTENTS

CRP Cooper, Robertson & Partners AA Alper Audi, Inc.

CDI Civil Design Inc.

DDG DDG Inc.

DMA David Mason & Associates GEO Geotechnology HB Henshell and Buccellato HD Hydro Dramatics HS Hayley Sharpe Design JH Jaffe Holden

KAI KAI

KJWW KJWW

LT LandTech MVVA Michael Van Valkenburgh Associates, Landscape Architects, Inc., PC

RBLDI RBLDI

SMW Shen Milsom & Wilke TA Trivers Associates TAO William Tao & Associates, Inc.

TDA Tillotson Design Associates VDA Van Deusen & Associates

PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

Document 000010 Cover Page CRP Document 000015 Project Directory CRP Document 000110 Table Of Contents CRP

VOLUME 1

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

Section 011000 Contract Modification Procedures CRP Section 011100 Summary Of Work CRP Section 011115 Construction Phasing CRP Section 012700 Definition Of Contract Line Items CRP Section 013100 Project Management And Coordination CRP Section 013216 Construction Schedule CRP Section 013233 Photo Documentation For Historic Preservation Projects CRP Section 013323 Submittal Procedures CRP Section 013513.22 Archeological Protection CRP Section 013523 Safety Requirements CRP Section 013591 Historic Preservation Treatment Procedures CRP Section 014000 Quality Requirements CRP Section 014200 References CRP Section 015000 Temporary Facilities And Controls CRP Section 015719.11 Indoor Air Quality Management CRP Section 015719.12 Noise And Acoustics Management CRP Section 015723 Pollution Prevention Plan CRP Section 016700 Product Requirements CRP

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TABLE OF CONTENTS

Section 017329 Cutting And Patching CRP Section 017340 Execution CRP Section 017419 Construction Waste Management And Disposal CRP Section 017700 Closeout Procedures CRP Section 017823 Operation And Maintenance Data CRP Section 017900 Demonstration And Training CRP Section 018113 Sustainable Design Requirements CRP Section 019113 Commissioning Requirements TAO

DIVISION 02 - EXISTING CONDITIONS

Section 024119 Selective Demolition CRP

DIVISION 03 - CONCRETE

Section 030130 Maintenance Of Cast-In-Place Concrete CRP Section 031500 Waterstops: Injection Hoses HB Section 033000 Cast-in-Place Concrete AA Section 033001 Cast-In-Place Concrete - Miscellaneous. Site Structures DMA Section 033550 Concrete Floor Finishing CRP Section 033816 Unbonded Post-Tensioned Concrete AA Section 034500 Architectural Precast Concrete CRP Section 034900 Glass-Fiber-Reinforced Concrete CRP

DIVISION 04 - MASONRY

Section 042000 Unit Masonry CRP

DIVISION 05 - METALS

Section 051200 Structural Steel Framing AA Section 051201 Structural Steel Framing - Miscellaneous Site Structures DMA Section 051213 Architecturally Exposed Structural Steel Framing CRP Section 054000 Cold Formed Metal Framing AA Section 055000 Metal Fabrications CRP Section 055150 Monumental Stair CRP Section 057000 Decorative Metal CRP Section 057300 Decorative Metal Railings CRP

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES

Section 061000 Rough Carpentry CRP Section 064023 Interior Architectural Woodwork CRP Section 066400 Plastic Paneling CRP

DIVISION 07 - THERMAL & MOISTURE PROTECTION

Section 071326 Self-Adhering Sheet Waterproofing HB Section 071352 Modified Bitumen Sheet Waterproofing HB Section 071418 Cold Fluid Applied Waterproofing For Fountain MVVA Section 071616 Crystalline Waterproofing HB Section 072100 Building Insulation CRP Section 072119 Foamed In Place Insulation CRP Section 072419 Water-Drainage Exterior Insulation And Finish System CRP Section 072616 Underslab Vapor Retarder HB Section 075323 Ethylene Propylene Diene Monomer Roofing HB Section 078120 Spray Applied Fireproofing CRP Section 078400 Firestopping CRP Section 079200 Joint Sealants CRP Section 079513 Expansion Joint Cover Assemblies HB

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DIVISION 08 - OPENINGS

Section 081113 Hollow Metal Doors And Frames CRP Section 083113 Access Doors And Frames CRP Section 083120 Floor Access Doors CRP Section 083323 Overhead Coiling Doors CRP Section 083326 Overhead Coiling Grilles CRP Section 083343 Deployable Draft Curtains CRP Section 083513.23 Horizontal Sliding, Accordion-Type Fire Doors CRP Section 084126 All-Glass Entrances And Storefronts CRP Section 084233 Revolving Door Entrances CRP Section 084413 Specialty Glazed Enclosure Systems CRP Section 084429 Automatic Swinging Entrances CRP Section 087100 Door Hardware TA Section 088000 Glazing CRP Section 088853 Security Glazing CRP Section 088856 Bullet-Resistant Glazing CRP Section 089000 Louvers And Vents CRP

DIVISION 09 - FINISHES

Section 092400 Cement Plastering CRP Section 092613 Gypsum Veneer Plastering CRP Section 092900 Gypsum Board CRP Section 093000 Tiling CRP Section 095133 Acoustical Metal Ceilings CRP Section 095300 Acoustical Ceiling Assemblies CRP Section 095419 Reflective Panel Ceilings CRP Section 095426 Linear Wood Ceilings CRP Section 095433 Aluminum Tube Ceiling Panel System CRP Section 096513 Resilient Base And Accessories CRP Section 096519 Resilient Tile Flooring CRP Section 096600 Terrazzo Flooring CRP Section 096770 Sealed Concrete Finish CRP Section 096813 Tile Carpeting CRP Section 098000 Acoustical Treatment CRP Section 099100 Painting CRP Section 099600 High-Performance Coatings CRP

DIVISION 10 - SPECIALTIES

Section 101100 Visual Display Surfaces CRP Section 101400 Signage HS Section 102113 Toilet Compartments CRP Section 102226 Operable Partitions CRP Section 102600 Wall And Corner Protection CRP Section 102813 Toilet Accessories CRP Section 104400 Fire Protection Specialties CRP Section 105113 Metal Lockers CRP Section 105120 Phenolic Lockers CRP Section 108200 Welded Wire Trellis CRP

DIVISION 11 - EQUIPMENT

Section 111319 Loading Dock Lifts CRP Section 111413.13 Portable Posts And Railings CRP Section 114000 Food Service Equipment DDG

DIVISION 12 - FURNISHINGS

Section 122413 Roller Window Shades CRP Section 123623 Plastic Countertops CRP Section 124813 Entrance Floor Mats CRP

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Section 124819 Decorative Floor Gratings And Frames CRP Section 129300 Site Improvements MVVA

DIVISION 13 - SPECIAL CONSTRUCTION

Section 131213 Exterior Water Feature System HD

DIVISION 14 - CONVEYING EQUIPMENT

Section 142400 Hydraulic Elevators VDA Section 142423 Hydraulic Passenger Elevator TA Section 143100 Escalator VDA

VOLUME 2

DIVISION 21 - FIRE SUPPRESSION

Section 210500 Common Work Results For Fire Suppression KAI Section 210548 Vibration And Seismic Controls For Fire Suppression Piping And Equipment KAI Section 211313 Wet-Pipe, Dry-Pipe And Standpipe Systems KAI

DIVISION 22 - PLUMBING

Section 220523 General-Duty Valves For Plumbing Piping KAI Section 220529 Hangers And Supports For Plumbing Piping And Equipment KAI Section 220548 Vibration And Seismic Controls For Plumbing Piping And Equipment KAI Section 220553 Identification For Plumbing Piping And Equipment KAI Section 220700 Plumbing Insulation KAI Section 221116 Domestic Water Piping KAI Section 221119 Domestic Water Piping Specialties KAI Section 221316 Sanitary Waste And Vent Piping KAI Section 221423 Storm Drainage Piping KAI Section 221429 Sump Pumps KAI Section 221430 Existing Sump Pumps KAI Section 223300 Electric Domestic Water Heaters KAI Section 224000 Plumbing Fixtures KAI Section 224700 Electric Water Coolers KAI

DIVISION 23 - HEATING, VENTILATING AND AIR CONDITIONING

Section 230500 Basic HVAC Requirements KJWW Section 230503 Through Penetration Firestopping KJWW Section 230505 HVAC Demolition for Remodeling KJWW Section 230513 Motors KJWW Section 230516 HVAC Expansion Compensation KJWW Section 230529 HVAC Supports and Anchors KJWW Section 230548 HVAC Vibration Isolation KJWW Section 230550 Seismic Requirements for Equipment and Supports KJWW Section 230553 HVAC Identification KJWW Section 230593 Testing, Adjusting, and Balancing KJWW Section 230713 Ductwork Insulation KJWW Section 230716 HVAC Equipment Insulation KJWW Section 230719 HVAC Piping Insulation KJWW Section 230900 Controls KJWW Section 230913 Instrumentation KJWW Section 232100 Hydronic Piping KJWW Section 232123 HVAC Pumps KJWW Section 232200 Steam and Steam Condensate Piping KJWW Section 232218 Steam and Steam Condensate Specialties KJWW Section 232500 Chemical (Water) Treatment KJWW Section 233100 Ductwork KJWW Section 233300 Ductwork Accessories KJWW

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Section 233416 Centrifugal Fans KJWW Section 233423 Power Ventilators KJWW Section 233600 Air Terminal Units KJWW Section 233700 Air Inlets and Outlets KJWW Section 234000 Air Cleaning KJWW Section 235700 Heat Exchangers KJWW Section 236416 Electric Water Chillers KJWW Section 237200 Energy Recovery Devices KJWW Section 237323 Custom Air Handling Units KJWW Section 237415 Microclimate Generator KJWW Section 238200 Terminal Heat Transfer Units KJWW Section 238216 Air Coils KJWW

DIVISION 26 - ELECTRICAL

Section 260500 Basic Electrical Requirements KJWW Section 260500.1 Basic Electrical Requirements - Site KJWW Section 260505 Electrical Demolition for Remodeling KJWWI Section 260505.1 Electrical Demolition for Remodeling - Site KJWW Section 260513 Wire And Cable KJWW Section 260513.1 Wire And Cable - Site KJWW Section 260517 Electric Snow Melt KJWW Section 260526 Grounding and Bonding KJWW Section 260526.1 Grounding and Bonding - Site KJWW Section 260527 Supporting Devices KJWW Section 260527.1 Supporting Devices - Site KJWW Section 260533 Conduit and Boxes KJWW Section 260533.1 Conduit And Boxes - Site KJWW Section 260535 Surface Raceways KJWWI Section 260537.1 Manholes - Site KJWW Section 260548 Seismic Requirements for Equipment and Supports KJWW Section 260553 Electrical Identification KJWW Section 260553.1 Electrical Identification - Site KJWW Section 260913 Power Monitoring And Control System KJWWI Section 260923 Lighting Control Devices - Architectural Luminaires TDA Section 260933 Lighting Control Systems KJWWI Section 260943 Networked Exterior Lighting Controls RBLDI Section 262000 Service Entrance KJWW Section 262200 Dry Type Transformers KJWW Section 262413 Switchboards KJWW Section 262416 Panelboards KJWW Section 262423.1 Packaged Power-Center - Site KJWW Section 262726 Wiring Devices KJWWI Section 262726.1 Wiring Devices - Site KJWW Section 262813 Fuses KJWW Section 262816 Disconnect Switches KJWW Section 262816.1 Disconnect Switches - Site KJWW Section 262923 Variable Frequency Drives KJWW Section 263353 Static Uninterruptible Power Supply KJWW Section 263600 Transfer Switch KJWW Section 264300 Surge Protection Devices KJWW Section 264300.1 Surge Protection Devices - Site KJWW Section 265100 Lighting KJWW Section 265100 Luminaires - Architectural TDA Section 265600 Exterior Lighting RBLDI

JNEM - 199869 000110 - 5

VOLUME 3

DIVISION 27 - COMMUNICATIONS

Section 270500.1 Basic Communications Systems Requirements - Site KJWW Section 270501 Basic Communications Systems Requirements KJWW Section 270505.1 Technology Demolition For Remodeling - Site KJWW Section 270506 Technology Demolition For Remodeling KJWWI Section 270526 Grounding And Bonding For Communications Systems SMW Section 270528 Pathways For Communications Systems SMW Section 270528.33 Conduit And Backboxes For Communications Systems SMW Section 270528.36 Cable Trays For Communications Systems SMW Section 270528 Pathway For Communications Systems SMW Section 270543.1 Exterior Communication Pathways - Site KJWW Section 270553 Identification For Communications Systems SMW Section 270800 Commissioning of Communications Systems SMW Section 271000 Structured Cabling SMW Section 271116 Communications Cabinets, Racks, Frames And Enclosures SMW Section 271119 Communications Termination Blocks And Patch Panels SMW Section 271123 Communications Cable Management And Ladder Rack SMW Section 271300.1 Backbone Cabling Requirements - Site KJWW Section 271313 Communications Copper Backbone Cabling SMW Section 271313.13 Communications Copper Backbone Splicing And Terminations SMW Section 271323 Communications Optical Fiber Backbone Cabling SMW Section 271323.13 Communications Optical Fiber Splicing And Terminations SMW Section 271345 Network Electronics KJWW Section 271500.1 Horizontal Cabling Requirements - Site KJWW Section 271513 Communications Copper Horizontal Cabling SMW Section 271523 Communications Optical Fiber Horizontal Cabling SMW Section 271543 Communications Faceplates And Connectors SMW Section 271619 Communications Patch Cords, Station Cords And Cross Connect Wire SMW Section 271710 Testing KJWWI Section 271710.1 Testing - Site KJWW Section 271720.1 Support And Warranty - Site KJWW Section 274100 Audio Video Systems JH Section 275320 Distributed Antenna System (DAS) KJWW

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

Section 280500 Common Work Results For Electronic Safety And Security SMW Section 280500.1 Basic Electronic Safety And Security System Requirements - Site KJWW Section 280501 Basic Electronic Safety And Security System Requirements KJWW Section 280513 Conductors And Cables For Electronic Safety And Security SMW Section 281300 Access Control SMW Section 282300 Video Surveillance SMW Section 282300.1 Video Surveillance - Site KJWW Section 282301 Video Surveillance KJWW Section 282605 Rescue Assistance Communication System KJWW Section 283100 Fire Alarm and Detection Systems KJWW

DIVISION 31 - EARTHWORK

Section 311000 Site Preparation, Salvage And Clearing MVVA Section 312000 Earthwork DMA Section 312323 EPS Geofoam MVVA Section 313419 Reinforced Slope Systems GEO Section 315000 Excavation Support And Protection DMA Section 316329 Drilled Concrete Piers And Shafts AA Section 316813 Foundation Rock Anchors AA

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DIVISION 32 - EXTERIOR IMPROVEMENTS

Section 321243 Decomposed Granite Pavement MVVA Section 321313 Concrete Pavements And Curbs MVVA Section 321400 Site Stonework MVVA Section 321700 Fountain Pedestal System MVVA Section 323113 Chain Link Fence MVVA Section 323119 Site Ornamental Metals MVVA Section 323900 Security Bollards MVVA Section 328400 Landscape Irrigation LT Section 329119 Planting Soil System - Installation MVVA Section 329200 Lawn MVVA Section 329300 Planting And Fine Grading MVVA

DIVISION 33 - UTILITIES

Section 331113 Site Water Distribution DMA Section 333100 Sanitary Utility Sewerage Piping CDI Section 334100 Storm Utility Drainage Piping CDI Section 334400 Storm Utility Water Drains CDI Section 334600 Aeration System MVVA Section 334913 Storm Drainage Manholes And Cleanouts CDI

END TABLE OF CONTENTS

JNEM - 199869 000110 - 7

CONTRACT 1 CONFORMED CONSTRUCTION DOCUMENTS -- FEBRUARY 18, 2015

JNEM - 199869 011000 - 1

CONTRACT MODIFICATION PROCEDURES

SECTION 011000

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)

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

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CONTRACT MODIFICATION PROCEDURES

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.

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.

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CONTRACT MODIFICATION PROCEDURES

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 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.

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CONTRACT MODIFICATION PROCEDURES

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

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 1/2 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 31 which have been applied to the specific type of work included in this project.

The following percentages establish the maximum allowable markups (OH&P) for contractor self-performed work:

a. Overhead………………10.0%

b. Profit………………... .6.3%

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

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CONTRACT MODIFICATION PROCEDURES

between contractor and subcontractors at any tier.

3. If contractors form a partnership, then the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to paragraph 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. Profit shall not be applied to overhead amounts or itself, it must be calculated on direct costs of work only. Overhead shall not be applied to profit.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

JNEM - 199869 011100 - 1

SUMMARY OF WORK

SECTION 011100

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work under other contracts.

3. Government furnished materials.

4. Contractor use of premises.

5. Site security.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Live load limits.

9. Work restrictions.

10. Special construction requirements.

11. Geotechnical investigation report.

12. Additional reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Jefferson National Expansion Memorial (JEFF), St. Louis, Missouri. The Arch grounds are bounded by I-70 and Memorial Drive to the West, Eads Bridge to the North, Leonor K. Sullivan Boulevard to the East, and Poplar Street to the South. The project site also includes Luther Ely Smith Square and the Park over the Highway.

B. The Work consists of the following:

1. Contract #1:

a. Restoration, renovation, and expansion of the existing museum. work includes selective demolition of the existing structure to make way for new construction;

excavation for the new addition; construction of the new addition, including new entrance facing Luther Ely Smith Square opening into a new visitor center; new floor, wall, and ceiling finishes; new vertical transportation systems; new mechanical, plumbing, electrical, IT, and security systems; upgrades and improvements to the tram lobby; and all other work shown on the Drawings.

b. Selective demolition and removal of existing furnishings, pavement, utilities, trees, shrubs, lawns, soils, and roads. The Contractor shall protect existing elements to remain. Install/construct utilities, stormwater conveyance, earthwork, grading, walls, pavement, planting soils, soil amendments, erosion control and slope stabilization, trees, shrubs, groundcovers, lawns, irrigation systems, furnishings, security measures, light fixtures, curbs, roads, ramps and stairs as shown.

c. Waterproofing of existing building roof. Refer to Drawings for scope.

2. Project is designed to comply with a minimum Silver Certification Level according to the

U.S. Green Building Council's Leadership in Energy & Environmental Design (LEED) Rating System, as specified in Division 01 Section "Sustainable Design Requirements."

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

1.3 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

JNEM - 199869 011100 - 2

SUMMARY OF WORK

of this Contract with work performed under separate contracts.

B. (Phased) 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. Work within Contract #1 Work Limits:

a. Exhibits.

b. A/V.

c. Museum store build-out.

d. Concessionaire build-out.

e. On-call archeological monitoring.

f. Existing roof replacement.

g. Environmental graphics.

2. Contract # 2 South Grounds: A separate contract will be awarded for the site work and landscape surrounding the South Pond and South East Slopes.

3. Contract # 3 North Grounds: A separate contract will be awarded for the site work and landscape surrounding the North Pond and North East Slopes.

4. Contract # 4: North Gateway: A separate contract will be awarded for demolition of the Arch Parking Garage and construction of a new landscape including an elevated walkway.

5. Contract # 5: Luther Ely Smith Square: A separate contract will be awarded for the site work and landscape at Luther Ely Smith Square.

6. Soil Blending Contract: A separate contract for soil blending will be awarded for the entire project site. All planting soil mixes will be supplied only by the soil blending contractor and is considered government provided material.

C. Work Awarded by Others: All contractors shall be expected to coordinate with the MoDOT contracts and Central Riverfront Contract which are under construction adjacent to the JEFF site. Access to the site will be limited due to the highway work. All work and deliveries shall be coordinated with MoDOT and Central Riverfront work, and shall be through the designated contract gates.

D. Contractor to also coordinate the access of Contract 2 and Contract 3 Contractors for their work.

1.4 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.

B. Government-Furnished Products:

1. Processional Allee Trees

a. Contractor shall receive and unload 5” to 6” caliper London Planetrees from nursery’s

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trailer at the Project Site. See Planting List on Drawings for quantity.

2. All Light Fixtures and Poles

a. SA – Perimeter Loop pole and fixture

b. SP – Processional Walk pole and fixture

c. SG – Garden Area pole and fixture

3. Trash Receptacles

4. Recycling Receptacles

5. Bike Racks

6. Drinking Fountains.

7. All Planting Soil Mixes

1.5 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to limits indicated on the Drawings. Refer to Fencing Plan.

a. Designated Trailer Site: A space approximately 70 feet x 80 feet will be made available to the Contractor at the Great Rivers Greenway Switzers lot (directly north of the Eads Bridge between 1st and 2nd Streets on Laclede’s Landing) if they choose.

2. Limit site disturbance to extent indicated and described in the Specifications.

3. The Contractor shall not use the Grand Staircase, Overlook Steps or Overlooks to move or store materials. Movement through these areas by vehicle or on foot will not be permitted.

B. Storage of Materials: Confine onsite storage of materials to locations provided by the Contracting Officer within the fence line of the work site.

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.

6. See vegetation and root protection information as specified in Division 31.

D. Driveways and Entrances: Keep driveways, entrances and service areas 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.

3. See additional requirements for Driveways and Entrances in Article “Site Security

Requirements.”

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

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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. Demolition Debris Removal Route: Refer to Section 024119, DEMOLITION.

1.6 SITE SECURITY

A. The Contractor shall include this Subpart in every lower-tier subcontract and shall require all of its lower-tier subcontractors to include in all subcontracts, at any tier.

B. Neither the Contractor nor any of his employees shall disclose or cause to be disseminated any information concerning the operations or the activity which could result in or increase the likelihood of the possibility of the breach of the activity’s security or interrupt the continuity of its operations. Disclosure of information to any person not entitled to receive it, or failure to safeguard any confidential information that may come to the Contractor or any person under his control, may subject the Contractor, his agents or employees, to criminal liability. All inquiries, comments or complaints arising from any matter observed, experienced, or learned as a result of or in connection with the performance of this contract, the resolution of which may require the dissemination of official information, shall be directed to the Contracting Officer’s Representative and the Contracting Officer. Deviations from or violations of any of the provisions of this paragraph will, in addition to all other criminal and civil remedies provided by law, subject the Contractor to immediate termination for default, and the individuals involved to a withdrawal of the Government’s acceptance and approval of employment.

C. Site Security Requirements: The Contractor shall maintain continuity of the K-8 safety perimeter within the project area at all times during construction. The perimeter may be a combination of the existing perimeter, the proposed perimeter, or other approved methods, provided that continuity is maintained.

1. Existing retractable bollards that are to remain and become part of the final work shall remain functional for the duration of the project.

D. Gate Security: Gate Security: Provide gate security at gate locations indicated on the Project Fencing Plans along the west edge of the project site. Gate at Service Drive shall use existing retractable bollards to control entry; the other Museum Site Gate Location shall use a drop gate as specified below:

1. Deliveries: Between 6:00 AM and 4:30 PM Monday through Friday. All deliveries must be scheduled a minimum of two days in advance, including driver's name and SSN. Deliveries are only through the gate location. All vehicles will be inspected and drivers / workers will have been run for NCIC check.

2. Gate Security: Security shall be provided by National Park Service (NPS) personnel from 6:00 AM to 4:30 PM Monday through Friday. Any additional expense for Park and Security staff to man the gates outside of those hours shall be paid for by the Contractor as part of construction cost. See 1.9.A.1 for hourly rate.

3. Power shall be provided by the Contractor at each gate location and removed at the end of the project.

4. Drop Gate: Provided by the Contractor at two gates along Memorial Drive, equal to Nasatka NMSB XVX-20 or NMSB XVI, (both K8) or equivalent acceptable to the CO.

E. Contractor shall provide prefabricated guard shack at each checkpoint, equal to Duraluminum Building - Econo 7648 by Porta-King with through wall AC unit. Coordinate location of guard shack(s) with Contracting Officer.

1. Each unit shall include the following features at minimum:

a. Adequate fenestration to provide good visual perspective of entire checkpoint area

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from inside the shack.

1). Provide tinting for all windows.

b. Electrical power for heat, power, lights, and air conditioning.

c. Close proximity to temporary restroom facilities.

d. Concrete pad and system for anchoring the guard shack to the pad.

1). Provide calculations and drawings, signed and sealed by a professional engineer, for building and concrete pad.

2. Remove guard shack, pad and temporary power at the end of the Project.

F. Vehicle Checking: Guards will inspect all vehicles and contents. Random canine checks will be performed at the discretion of the NPS guards.

G. Security Review:

1. The Contractor and its subcontractors shall submit the name, social security number, date of birth, place of birth, address, and valid driver’s license (if required), position, and intended schedule of each employee performing work under this contract to the CO.

2. Employees shall fill out questionnaires and other forms required for security as part of this submission. All employees shall have their information submitted to the CO prior to entry to the site.

3. All workers will be required to be checked, including search for active warrants, criminal history, and valid motor vehicle license if they are a driver onsite. Personnel with significant past criminal history may have restricted access.

4. These checks shall be performed before the worker in question is issued an ID badge and allowed on site.

5. The Government will not bear any cost relative to any delays caused by this requirement.

H. ID Badge: All work personnel will be required to wear a Government issued ID badge at all times when on site, regardless of duration of work.

1. At Final Acceptance, or as directed by the Contracting Officer, ID badges shall be submitted to designated NPS Representative.

I. Work Stoppage: In the event of an emergency or law enforcement function, work may be stopped. However the duration will be only to accommodate emergency or law enforcement functions; thereafter, work may be resumed.

J. Fence Plan: Refer to drawings for fence plan.

1.7 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public. Road and path closures not within the Limit of Work, but within NPS property may be permitted, when required, upon specific approval of Contracting Officer for a maximum amount of time as deemed appropriate by the Contracting Officer.

B. The Contractor shall maintain existing site lighting, or erect temporary lighting (until final lighting is installed), wherever the existing site lighting of a publicly accessible route to remain open during construction is affected by the Work. Areas include, but are not limited to, the Old Cathedral walk and the Grand Staircase.

1.8 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Existing Buildings:

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the

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Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the CO.

b. Maintain existing building in a weather tight condition throughout construction period.

Repair damage caused by construction operations. Protect building and its occupants during construction period.

c. Phasing and Government Operation Plan: Refer to Section 011115 -

CONSTRUCTION PHASING.

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. Before Government takes Beneficial Occupancy, mechanical and electrical systems shall be fully operational. The Contractor shall operate and maintain the systems prior to receiving substantial completion and a permanent Certificate of Occupancy from the Government for the entire project.

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

1.9 LIVE LOAD LIMITS

A. In conduct of the work, the Contractor shall take into account the following live load limits for the existing structure and for the new structure in planning demolition and construction operations:

1. Existing Structure (based on 20 inch max soil/sand fill depth):

a. 100PSF uniform load

b. 8,000lb max vehicle weight

2. New Structure:

a. 125PSF uniform load

b. 10,000lb max vehicle weight

1.10 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed on site during normal business working hours of 6:00 a.m. to 4:30 p.m., Monday through Friday, except when otherwise indicated.

Access to the building shall be during normal business working hours of 7:00 a.m. to 3:30 p.m., Monday through Friday, except when otherwise indicated.

1. Contractor will be required to pay hourly rates for Park and Security staff to man the security gates if Contractor needs access outside of the normal business working hours.

Hourly rate will be $40.00 per hour.

2. Early Morning and Weekend Hours: As established by the Contracting Officer.

a. Comply with City of St. Louis noise restrictions for work hours.

B. Existing Utilities:

1. Contractor to locate existing utilities on site.

2. Notify Contracting Officer and utility companies of proposed locations and times for excavation.

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

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4. If an unknown utility is discovered or damaged, notify the Contracting Officer in accordance with the Differing Site Conditions clause of the Contract.

C. Site Surveillance Cameras: Contractor shall temporarily re-locate removed site surveillance cameras to maintain surveillance during construction. No more than the total number of cameras removed shall be installed in a temporary manner. The site has 19 existing cameras on 18 poles (refer also to Technology Bidding Note #2 on the Site Plans included in the Contract Documents). Contractor shall furnish temporary poles, power, transmission medium and required splicing and termination to medium. Medium may be existing fiber pulled back and re-terminated, temporary above grade fiber in conduit, or any other solution defined by the Contractor such as wireless. Temporary cameras shall be monitored and recorded on the existing video surveillance system. Contractor shall coordinate with Contracting Officer to determine temporary locations.

1. Signals transmitted over existing fiber optic cable to and from existing site devices are to remain functional throughout construction according to the phasing schedule by Contracting Officer. After existing devices are re-located or new devices are installed, devices and fiber optic cable shall have work performed as defined in the specifications and as shown.

D. 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, and shall be scheduled for times outside of normal park business hours.

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

3. Utility interruptions shall only be allowed outside of normal visitor operations, and shall require written permission from the Contracting Officer. Backup power shall be required as designated by the Contracting Officer.

E. 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…