1-PULL_223195_FINAL_Spec_BOOK_1_2019-0913.pdf

PULLMAN NATIONAL MONUMENT

CHICAGO, IL

ADMINISTRATION BUILDING

PMIS NO 223195 – VISITOR CENTER

PMIS NO 253045 – ADMINISTRATION BUILDING STABILIZATION

CONSTRUCTION DOCUMENTS

SPECIFICATIONS

NATIONAL PARK SERVICE

September 13, 2019

BOOK 1

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS BOOK 1

01 11 00 Summary of Work 01 26 01 Contract Modification Procedures 01 27 00 Definition of Contract Line Items 01 31 00 Project Management & Coordination 01 32 16 Construction Schedule 01 32 33 Photographic Documentation 01 33 23 Submittal Procedures 01 35 13.22 Archaeological Protection 01 35 23 Safety Requirements 01 35 91 Historic Preservation Treatment Procedures 01 40 00 Quality Requirements 01 42 00 Reference Standards 01 50 00 Temporary Facilities and Controls 01 57 19.11 Indoor Air Quality Management 01 57 19.12 Noise & Acoustics Management 01 57 23 Temporary Storm Water Pollution Prevention 01 67 00 Product Requirements 01 73 29 Cutting and Patching 01 73 40 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 79 00 Demonstration and Training 01 81 13 Sustainable Design Requirements 01 91 14 Total Building Commissioning

DIVISION 02 – EXISTING CONDITIONS

02 41 19 Selective Demolition

DIVISION 03 – CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 35 43 Polished Concrete Finishing

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DIVISION 04 – MASONRY BOOK 1

04 01 20 Maintenance of Unit Masonry & Stone 04 20 00 Unit Masonry

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 05 31 00 Steel Decking 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrications 05 51 13 Metal Pan Stairs

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry 06 20 23 Interior Finish Carpentry 06 41 13 Wood-Veneer-Faced Architectural Cabinets

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 17 Foamed in Place Insulation 07 72 00 Roof Accessories 07 81 00 Applied Fireproofing 07 81 23 Intumescent Fire Protection 07 84 13 Penetration Firestopping 07 91 00 Preformed Joint Seals 07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 31 13 Access Doors and Frames 08 33 26 Overhead Coiling Grilles 08 41 13 Aluminum-Framed Entrances and Storefronts 08 71 00 Door Hardware 08 71 13 Automatic Door Operators 08 80 00 Glazing

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DIVISION 09 – FINISHES BOOK 1

09 05 61.13 Moisture Vapor Emission Control 09 21 16.23 Gypsum Board Shaft Wall Assemblies 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 03 13 Ceramic Tiling 09 51 13 Acoustical Panel Ceilings 09 52 00 Wood Panel Ceilings 09 53 00 Metal Grid Ceilings 09 64 00 Wood Flooring 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 68 13 Tile Carpeting 09 91 23 Interior Painting and Staining

DIVISION 10 – SPECIALTIES

10 14 19 Dimensional Letter Signage 10 14 23.16 Room-Identification Panel Signage 10 21 13.17 Phenolic-Core Toilet Compartments 10 28 00 Toilet Accessories 10 44 13 Fire Protection Cabinets 10 44 16 Fire Extinguishers

DIVISION 11 – EQUIPMENT

11 30 13 Kitchen Appliances

DIVISION 12 – FURNISHINGS

12 24 13 Roller Window Shades 12 32 16 Manufactured Plastic Laminate Clad Casework 12 36 61.16 Solid Surfacing Countertops 12 48 13 Entrance Floor Mats and Frames

DIVISION 13 – SPECIAL CONSTRUCTION

Not Used

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DIVISION 14 – CONVEYING EQUIPMENT BOOK 1

DIVISION 21 – FIRE PROTECTION

21 00 02 Fire Protection General Conditions 21 00 03 Scope of Work 21 10 00 Water Based Fire Suppression System 21 31 13 Electric-Drive, Centrifugal Fire Pumps 21 34 00 Pressure-Maintenance Pumps 21 39 00 Controllers for Fire Pump Drivers

DIVISION 22 – PLUMBING

22 05 00 Common Work Results for Plumbing 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 11 23 Domestic Water Pumps 22 11 23.13 Domestic Water Packaged Booster Pumps 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 14 13 Facility Storm Drainage Piping 22 14 23 Storm Drainage Piping Specialties 22 34 00 Fuel Fired Domestic Water Heaters

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DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING BOOK 2

23 00 02 HVAC General Conditions 23 00 03 Access Doors in General Construction 23 02 00 Firestopping 23 05 13 Electric Motors 23 05 16 Expansion Fittings and Loops for HVAC Piping 23 05 17 Sleeves and Escutcheons for HVAC Piping 23 05 19 Meters and Gages for HVAC Piping 23 05 23 Valves 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 48 Vibration Isolation 23 05 53 Systems Identification 23 05 93 Testing, Adjusting, and Balancing 23 07 00 Insulation 23 08 10 Basic Commissioning of HVAC Systems 23 09 00 Instruments 23 11 13 Sheet Metal, Ductwork and Accessories 23 21 23 Pumps 23 25 00 Pipe Cleaning and Chemical Water Treatment 23 26 00 Water Specialties 23 33 13 Dampers 23 33 15 Damper Air Flow Monitor 23 33 20 Duct Cleaning 23 36 00 Air Terminal Units 23 36 10 Air Outlets and Inlets 23 51 00 Vents Stacks and Breaching 23 52 10 Piping and Accessories 23 52 39 Packaged Fire Tube Boilers 23 62 10 Air Cooled Air Conditioning Units 23 73 00 Factory Assembles Air Handling Units 23 73 05 Fans 23 84 40 Space Heating Units 23 85 00 Variable Frequency Controllers 23 86 00 Electric Motor Controllers

DIVISION 26 – ELECTRICAL

26 00 01 Electrical General Conditions 26 02 80 Equipment Connections and Coordination 26 05 19 Low-voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems

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DIVISION 26 – ELECTRICAL (continued) BOOK 2

26 05 33 Raceways and Boxes for Electrical Systems 26 05 35 Underground Ducts and Raceways 26 05 53 Identification for Electrical Systems 26 05 73 Overcurrent Protective Device Coordination Study 26 08 00 Commissioning of Electrical Systems 26 22 00 Low Voltage Distribution Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 16 Disconnect Switches 26 29 19 Switchboards 26 40 01 Fire Alarm and Detection System 26 43 13 Surge Protection Device 26 50 00 Luminaires and Accessories 26 50 00 Lighting Control Devices

DIVISION 27 – COMMUNICATIONS

27 05 26 Grounding and Bonding for Communication Systems 27 05 28 Pathways for Communications Systems 27 05 29 Hangers and Supports for Communications Systems 27 05 43 Underground Pathways and Structures for Communications Systems 27 05 53 Identification for Communications Systems 27 11 00 Communications Equipment Room Fittings 27 11 16 Communications Racks, Frames, and Enclosures 27 13 00 Communications Backbone Cabling 27 15 13 Communications Copper Horizontal Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 13 Conductors and Cables for Electronic Safety and Security 28 20 00 Video Surveillance 28 31 00 Intrusion Detection

DIVISION 31 – EARTHWORK

31 20 00 Earth Moving

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DIVISION 32 – EXTERIOR IMPROVEMENTS BOOK 2

DIVISION 33 – UTILITIES

END OF TABLE OF CONTENTS

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091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Property Ownership

2. Work covered by the Contract Documents.

3. Work under other contracts.

4. Assigned Contracts

5. Government Furnished Materials.

6. Contractor use of premises.

7. Public use of site.

8. Occupancy requirements for buildings.

9. Work Restrictions.

10. Special Construction Requirements.

11. Supplemental Information.

1.2 GENERAL

A. Property Ownership: the Administration Building ONLY is owned and operated by the United States National Park Service (NPS). The surrounding site and adjacent buildings are owned by the State of Illinois and operated by the Illinois Department of Natural Resources (IDNR). All work will be expected to be coordinated with NPS and IDNR as necessary.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Pullman National Historic Site; Cottage Grove & 111th Street; Chicago, Illinois

B. The Work consists of the following:

1. Renovation of the exterior and interior masonry of the existing three-story building.

2. New exit stair towers and elevator shaft (no elevator) within existing building.

3. New slab on grade and other miscellaneous structural framing modifications.

4. Interior build-out of the first floor of the existing building. First floor will be built out as visitors center with all new systems, fixtures and finishes.

a. New primary service connetions including gas, water, storm, sewer, and electrical are expected to be installed under this contract to 5’-0” beyond the perimeter of the building and connect to work under other contracts. Exception to this is electrical service cabling which will be installed to the transformer under this contract as indicated in the drawings.

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5. Miscellaneous improvements on the 2nd and 3rd floors (not meant for occupancy) including insulation and HVAC and lighting system improvements.

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

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 has awarded 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. Roof Replacement, Existing Window Restoration, New Window Installation: A separate contract has been awarded to Live Wire for replacement of the roof, installation of new windows, and restoration of existing windows. Work under this contract is scheduled to be complete prior to 10/31/19.

C. Concurrent Work: Government (or others) has or 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. Utility Infrastructure and Site Development: A separate contract will be awarded by Chicago Neighborhood Initiatives (CNI) for the installation of site utilities and various site improvements including soil work, hardscape, plantings, and decorative elements.

a. Work under the site contract that is immediately adjacent to the Administration

Building is scheduled to be complete to the level of compacted sub-grade within a 30 foot perimeter of the building prior to April 20, 2020. Administration Building work under the NPS project will have this area available for exterior masonry work after April 20, 2020 and should be phased to allow the area to be returned to the site project at the earliest possible date.

2. North Factory Wing Renovation: A separate contract will be awarded by the Illinois Department of Natural Resources/Illinois Capital Development Board (IDNR/CDB) for various renovation efforts at the North Factory Wing, adjacent to the Administration Building.

D. Future Work: Government will award separate contract(s) for the following additional work to be performed at site after Substantial Completion. Completion of that work will depend on successful completion of preparatory work under this Contract.

1. Exhibits Fabrication and Installation: A separate contract will be awarded for the fabrication and installation of various exhibit displays and related fixtures and finishes to be installed at the first floor of the Administration Building.

2. Site Signage: A separate contract will be awarded for the fabrication and installation of various interpretive and wayfinding signage throughout the project site.

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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.

B. Government-Furnished Products:

1. Two (2) aluminum windows at east elevation as indicated in drawings. Windows are to be installed following the completion of adjacent masonry work and in accordance with manufacturer’s recommendations. Installation must be consistent with other adjacent windows.

2. Twelve (12) aluminum framed storm windows at north, west, and south elevations as indicated in drawings. Storm windows are to be installed following the completion of adjacent masonry work. Install per details.

1.6 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations during the construction period. 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 locations indicated on Drawings.

a. Limit of work under this contract is generally the exterior face of the Administration

Building envelope with the exception of utility service connections which will be brought to 5’-0” beyond the perimeter and connect to work under other contracts.

b. Access, staging and scaffolding will be allowed beyond the limit of work in full coordination with concurrent contracts as well as NPS and IDNR. Refer to drawings for outline site logistics and phasing.

2. Parking of personal vehicles will not be allowed on site during the duration of the contract.

Construction vehicle access will be limited as indicated in this section and per the drawings.

3. Access for construction vehicles will be limited to those locations indicated on the drawings.

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B. Storage of Materials: Confine storage of materials to staging area locations indicated on drawings.

Protection of existing site features including concrete slabs and rail track is required within indicated staging areas.

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.

3. Submit the construction vehicle and equipment list proposed for the project.

E. Construction Camp: Establishment of a camp within the park will not be permitted. Construction trailer is permitted for partial duration of construction period within staging area indicated on drawings.

1. In order to complete concurrent site work project, site trailer will need to be removed prior to substantial completion. Timing of removal to be coordinated with Contracting Officer.

At time of trailer removal, Contractor operations will be allowed use of a space within the Administration Building.

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.

G. Use of roads within the site: The contractor shall remain on the existing gravel roads and not travel on or otherwise use areas off the gravel road outside of their construction and staging areas. The contractor shall be allowed to park construction vehicles on the gravel road and in designated areas established on site by IDNR and NPS.

1. As the concurrent site development project proceeds, alternative temporary access roads may be provided to facilitate site access. Contractor to coordinate with adjacent work.

H. Work at intersection of North Factory Bay; The contractor shall be allowed to conduct work over the roof of the North Factory Bay (immediately adjacent to the Administration Building) and at the intersection of the two buildings, taking necessary protection measures to do no harm to the roof or

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structure of the North Factory Bay. The roof area will be photographed prior to construction activities and the contractor shall be responsible for complete repairs of any damage caused by construction.

1.7 PUBLIC USE OF SITE

A. The building and site will be closed to the public during construction.

1.8 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Existing Buildings

1. Government will NOT occupy the premises during entire construction period.

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 Contracting Officer (CO).

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 8:00 a.m. to 5:00 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: With advance coordination

2. Early Morning Hours: In accordance with City of Chicago ordinance requirements

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation. Notify Contracting Officer a minimum of 72 hours prior to any disconnection of existing utilities.

2. Contractor shall be responsible for locating and preventing damage to known utilities scheduled to remain. 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.

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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.

D. Nonsmoking Site: Smoking (including e-cigarettes) and use of tobacco products is not permitted on site.

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 SUPPLEMENTAL INFORMATION

A. Soils Investigation Report

1. A soils investigation report entitled REPORT OF SOILS EXPLORATION has been prepared by Testing Services Corporation, dated 7-26-18.

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

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

B. Soil Sampling and Analysis

1. A soil sampling report entitled VISITOR CENTER BUILDING SOIL SAMPLING AND

ANALYSIS has been prepared by DAI Environmental, Inc., dated 7-16-19.

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

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

C. Limited Hazardous Materials Building Report

1. A limited hazardous materials report entitled LIMITED HAZARDOUS MATERIALS

BUILDING REPORT, PULLMAN ADMINISTRATION BUILDING has been prepared by GSG-Probe Consulting, Inc., dated 8-23-19 (DRAFT).

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

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

D. Previous Building Stabilization Documents – FOR REFERENCE

1. Stabilization Record Drawings for Pullman Historic Site, prepared by Teng & Associates for Illinois Capital Development Board, dated 10/17/07.

2. Stabilization Project Manual for Pullman Historic Site, prepared by Teng & Associates for

Illinois Capital Development Board, dated 07/30/02.

3. A copy of these documents are available to all plan holders with this package.

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E. Concurrent Project Documents – FOR REFERENCE

1. Pullman State Historic Site – Site Development Drawings (concurrent project under separate contract), dated 7-19-19 (IN PROGRESS)

2. Visitor Center Interpretive Planning and Design (concurrent project under separate contract), Production Documents I, prepared by DesignMinds, dated 7-26-19 (IN

PROGRESS).

3. A copy of these documents are available to all plan holders with this package.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

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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…………………5.65%

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 01 26 01

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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. 1 (A) - Administration Building Exterior & Structural Stabilization.

1. This item consists of Maintenance and repairs of the Pullman Administration Building on all three floors as needed to provide a sound structure for the new Visitor Center. The work includes full exterior and select interior masonry tuck-pointing; exterior and interior replacement of damaged stone and brick masonry; removal of masonry walls in central carriageway area on all three levels; repair and infill of limestone foundation walls and trench along the east wall; repair and steel reinforcement of select interior masonry openings; floor slab preparation and installation at all three levels; installation of masonry egress enclosures and stairs at all three levels; and the installation of a masonry elevator shaft at all three levels. The second and third floor exterior walls and 3rd floor ceiling will receive steel framing, insulation, vapor barrier and gypsum board, minimal code required electrical power and lighting, gas rough-in for future tenant finish and ceiling mounted heating units. Security and fire alarm systems will be provided for the entire building, all floors. The clock tower access will have safety improvements and the clock mechanisms will be upgraded..

B. Contract Line Item No. 2 (B) - Visitor Center Build Out.

1. This item consists of tenant finish improvements will be made to the first floor of the three story administration building, approximately 10,000 square feet for the purpose of creating a fully function public area that will house interpretive exhibits (exhibits are not in contract), a book store, toilet rooms, a multipurpose meeting room, a central lobby area, and vestibules at the entry doors. Additionally, back of house areas will include staff offices, a conference room, a staff kitchen, storage areas, and server room. A variety of new floor, wall, and ceiling finishes will be installed throughout. Millwork includes kitchen, toilet room, multipurpose room, and central information desk. Full plumbing, HVAC, and electrical systems will be installed.

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082714 DEFINITION OF CONTRACT LINE ITEMS

C. PAYMENT PROCEDURES FOR CONTRACT LINE ITEMS.

1. Measurement for payment will be percentage of completion

2. Payment will be made at the contract lump sum price.

3. Measurement for payment will be percentage of completion

4. Payment will be made at the contract 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 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.

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.

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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.

1.3 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan.

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses.

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the

Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP).

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Historic Preservation Treatment Plan.

14. List of Required Construction Permits. Include the following information for each permit:

a. Name of Permit.

b. The Agency(ies) with Jurisdiction issuing the permit.

c. Information required from the Government to complete the permit application.

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B. All items listed must be provided to the Contracting Officer before the Pre-Construction Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.4 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI utilizing the form created on the NPS/DSC SharePoint Project website.

1. CO will not respond to RFIs submitted by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially.

2. Date.

3. RFI subject.

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

8. Contractor's signature.

9. Requested date for response.

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Form: Complete the RFI Form on the NPS/DSC SharePoint website as follows:

1. Enter the general information at the top of the form.

2. Under the “Action” section at the bottom of the form, select “Question” then select “CMR” in the drop-down of the “Send to” box.

3. Enter the details of the question and attach related documents.

4. Select “Submit Form” at the bottom of the page.

D. Contracting Officer’s Action: CO will review each RFI, determine action required, and respond.

CO will determine the critical nature of each RFI and issue a response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

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c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. CO's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

3. CO's action on RFIs may result in the need for a change to the Contract Time or the Contract Sum. All contract changes will be processed following the terms and conditions of the contract.

1.5 PROJECT WEB SITE

A. Use the NPS/DSC SharePoint Project website for communication throughout the contract period.

The NPS/DSC SharePoint Project website will be used for the following functions:

1. Project directory.

2. Project correspondence.

3. Meeting agendas and minutes.

4. Contract modifications forms and logs.

5. RFI form and processing.

6. Task and issue management.

7. Photo documentation.

8. Baseline schedule, schedule updates and calendar management.

9. Submittal form and processing.

10. Payment coordination documentation.

11. Drawing and specification document hosting, viewing, and updating.

12. Online document collaboration.

13. Reminder and tracking functions.

14. Archiving functions.

15. Notification of submittal and RFI statuses and current responsible party.

16. Permits and addendums

B. Some documents however are not suitable to be shared using the NPS/DSC SharePoint Project website. Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using the NPS/DSC SharePoint Project website and shall be coordinated with the SharePoint Project team as appropriate.

C. Submit to the CO a list of all employees who will need access to the website. The users will receive an invitation to register from the Department of Interior (DOI). Once the user is registered on the DOI website, they will be given access to the NPS/DSC SharePoint Project website. For login procedures and other SharePoint information, refer to the Workflows website at http://www.nps.gov/dscw/precon_spproj.htm.

D. All users will be required to have the following software packages:

1. Internet Explorer version 7 or later.

2. Adobe Acrobat Professional (Pro) version 9 or later http://www.nps.gov/dscw/precon_spproj.htm

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1.6 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. The meeting agenda will include the following as a minimum:

1. Roles & Responsibilities/ Lines of Authority.

2. Park rules and regulations.

3. Jobsite Safety.

4. Resolution of comments on required Division 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

7. Modifications.

8. Payments to Contractor.

9. Schedule of Values

10. Payroll reports.

11. Contract time.

12. Liquidated damages.

13. Contractor Performance Evaluation.

14. Display of Hotline posters.

15. Notice to proceed.

16. Correspondence procedures.

17. NPS/DSC SharePoint Project website.

18. Acceptance/rejection of work.

19. Progress meetings.

20. Submittal procedures.

21. NPS Final Accessibility Inspection.

22. Environmental requirements.

23. Permit requirements.

24. As-constructed drawings/operation and maintenance (O&M) manuals.

25. Saturday, Sunday, holiday and night work.

26. Reference materials.

27. Value engineering.

B. Progress Meetings: The Contracting Officer will schedule weekly meetings with the Contractor.

1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. The meeting agenda will include the following:

a. Approval of minutes of previous meetings.

b. Submittal status.

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications.

f. Work in progress and…