CEBR - Specification_4.pdf

CONSTRUCT VISITOR CONTACT STATION

PMIS #: CEBR 163432

FINAL CONSTRUCTION DOCUMENTS

Construction Specifications & Appendices

CEDAR BREAKS NATIONAL MONUMENT

24 November 2020 Includes Post Final Elec Revisions

Anderson Hallas Architects, PC 715 Fourteenth Street

Golden, CO 80401 303.278.4378

NALNAL CCONSTRUONST

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SEALS PAGE

SECTION 00 01 07

PART 1 - GENERAL

1.1 SUMMARY

A. Professional seals by Design Professionals and others responsible for preparing Construction Documents:

1. Architect:

2. Civil Engineer:eer:eer:

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3. Landscape Architect

4. Structural Engineer:

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5. Mechanical Engineer:

5. Electrical Engineer:

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TABLE OF CONTENTS

SECTION 00 01 10 - TABLE OF CONTENTS

00 01 07 Seals Page 00 01 10 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

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 33 23 Submittal Procedures 01 35 23 Safety Requirements 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 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 00 Demolition – Building 02 41 13 Selective Site Demolition

DIVISION 03 - CONCRETE

03 30 00 Cast in Place Concrete

DIVISION 04 - MASONRY

04 20 00 Unit Masonry 04 26 00 Cast Stone Masonry 04 73 13 Calcium Silicate Manufactured Stone Masonry

DIVISION 05 - METALS

05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications

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DIVISION 06 - WOOD, PLASTICS, & COMPOSITES

06 10 00 Rough Carpentry 06 17 00 Shop-Fabricated Structural Wood 06 18 00 Glue Laminated Construction 06 20 00 Finish Carpentry 06 40 00 Architectural Woodwork

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 Fluid Applied Waterproofing 07 21 00 Thermal Insulation 07 21 19 Foamed in Place Insulation 07 32 16 Concrete Roof Tiles 07 46 32 Wood Siding 07 62 00 Sheet Metal Flashing and Trim 07 92 00 Joint Sealants

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 31 00 Access Doors and Panels 08 43 13 Aluminum Framed Storefronts 08 71 00 Door Hardware 08 80 00 Glazing

DIVISION 09 - FINISHES

09 21 16 Gypsum Board Assemblies 09 30 00 Tiling 09 67 00 Fluid Applied Flooring 09 91 13 Exterior Painting 09 91 23 Interior Painting 09 93 00 Staining and Transparent Finishes

DIVISION 10 - SPECIALTIES

10 14 00 Signage 10 21 13.19 Plastic Toilet Compartments 10 28 00 Toilet Accessories

DIVISION 10 - FURNISHINGS

12 14 00 Roller Window Shades

DIVISION 21 – FIRE PROTECTION

21 05 17 Sleeves and Sleeve Seals for Fire-Suppression Piping 21 05 18 Escutcheons for Fire-Suppression Piping 21 05 23 General Duty Valves for Fire Protection Piping d Assembliesmblies pplied Flooringpplied Flooring Painting Pain inting inting TransparentTransparent

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21 05 48 Vibration and Seismic Controls for Fire-Suppression Piping 21 05 53 Identification for Fire-Suppression Piping and Equipment 21 11 19 Fire Department Connections 21 13 16 Dry-Pipe Sprinkler System

DIVISION 22 - PLUMBING

22 05 00 Common Work Results for Plumbing 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 18 Escutcheons for Plumbing Piping 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangars and Supports for Plumbing Piping and Equipment 22 05 48 Vibration and Seismic Controls for Plumbing and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties

DIVISION 23 - HEATING, VENTILATION AND AIR CONDITIONING

23 05 00 Common Work Results for HVAC 23 05 48.13 Vibration and Seismic Controls for HVAC 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 08 00 Commissioning for HVAC 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 16 Centrifugal HVAC Fans 23 34 39 High-Volume, Low Speed Ceiling Fans 23 37 13.23 Registers, Louvers, and Grilles 23 72 23.13 Packaged Indoor Heat Wheel Energy Recovery Units 23 82 36 Electrical Radiation Heaters

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical……………………………………………………… 26 05 19 Low-Voltage Electrical Power Conductors and Cables…………………………………….

26 05 26 Grounding and Bonding for Electrical Systems…………………………………………….

26 05 29 Hangers and Supports for Electrical Systems……………………………………………….

26 05 33 Raceway and Boxes for Electrical Systems………………………………………………… 26 05 44 Sleeve and Sleeve Seals for Electrical Raceways and Cabling……………………………… 26 05 53 Identification for Electrical Systems………………………………………………………… 26 08 00 Commissioning for Electrical Systems……………………………………………………… 26 09 23 Lighting Control Devices……………………………………………………………………

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26 24 16 Panelboards 26 27 13 Electricity Metering 26 27 26 Wiring Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 41 13 Lightning Protection 26 43 13 Transient Voltage Suppression for Low Voltage Electrical Power Circuits 26 51 00 Lighting Fixtures

DIVISION 27 - COMMUNICATIONS

27 05 26 Grounding and Bonding for Communications Systems 27 05 28 Pathways for Communications Systems 27 05 44 Sleeves and Sleeve Seals for Communications Pathways and Cabling 27 11 00 Communications Equipment Room Fittings 27 13 00 Communication Backbone Cabling 27 15 00 Communication Horizontal Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 11 11 Digital Addressable Fire Alarm System

DIVISION 31 – EARTHWORK

31 10 00 Site Clearings 31 20 00 Earth Moving 31 23 16 Topsoil 31 23 33 Trenching and Backfilling 31 25 00 Temporary Erosion and Backfilling

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealant 32 15 40 Crushed Stone Paving 32 17 23 Pavement Marking 32 33 00 Site Furnishing 32 40 00 Tree Protection 32 91 13 Soil Preparation 32 93 00 Plants

DIVISION 33 - UTLITIES

33 11 00 Water Utility Distribution Piping 33 31 00 Sanitary Utility Sewage Piping 33 41 00 Storm Utility Drainage Piping 33 46 00 Subdrainage

APPENDIX A: Geotechnical Report, dated August 22, 2019

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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. Work covered by the Contract Documents.

2. Work phases.

3. Government Furnished Materials.

4. Contractor use of premises.

5. Public use of site.

6. Occupancy requirements for buildings.

7. Work Restrictions.

8. Special Construction Requirements.

9. Soils Investigation Report.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Cedar Breaks National Monument, Point Supreme, Brian Head, UT. The project site is to the north of the visitor parking lot at Point Supreme, on the north side of UT-148. The building site will be on the path between the historic cabin currently serving as a visitor center and the parking lot.

B. The Work consists of the following:

1. The Work includes the removal of an existing restroom building and construction of a new 3,065 squarefoot visitor contact station and visitor restroom building. It includes a pedestrian plaza and site improvements to integrate the building into the sloped site and the adjacent paths and trails, including select site demolition. The building structure is wood- and steel-framed, with a concrete tile roof, “live edge” cedar siding, engineered stone veneer, and boardform concrete walls. The restrooms have the plumbing fixtures for 9 toilet fixtures, 2 urinals, 6 lavatories, and restroom accessories for all of these. The visitor contact station will consist of a large room containing a built-in wood transaction counter and space for interpretive exhibits and a bookstore. Adjacent are two office spaces, a staff restroom, and two storage spaces, one for the bookstore and one for the NPS astronomy and interpretive equipment. A stone veneered chimney is on the north side containing two wood burning fireplace inserts

2. Project is designed to comply with a 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.

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1.3 WORK PHASES

A. The Work shall be conducted in two phases due to the brevity of the construction season (June 1 through closure of UT-148, usually mid-November), with each phase substantially complete before beginning the next phase. Phasing shall be proposed by the general contractor during the bidding process for review by the NPS. Substantial completion for each phase shall be documented in order to allow tracking of unforeseen weather damage between phases. Work shall be substantially complete and ready for occupancy at time of Project Substantial Completion.

1.4 GOVERNMENT-FURNISHED MATERIALS

A. Government will furnish products indicated.

1. Contractor is responsible for retrieving soil from park identified stockpile.

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

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

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

Work.

B. Government-Furnished Products:

1. Twenty yards of soil, suitable for backfill. Check with park regarding availability at time of bidding.

1.5 CONTRACTOR USE OF SITE

A. General: Contractor shall have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.

B. Storage of Materials: Confine storage of materials to staging areas:

1. Parking Lot (see drawing set for extent) – primary staging area

2. Boneyard: Additional staging

a. Currently storage for gravel/sand

b. 1.47 miles away, 50 yards off the highway

c. Size: Can store up to 200 yards

d. Can stage heavy equipment there

e. Access: Dump trucks, Semis if expertly maneuvered (pull around is near by on

Forest Service land)

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.

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

6. Care shall be taken to not disturb wildlife found nesting, hibernating, estivating, or otherwise living in or immediately nearby worksite. Resource Management personnel shall be notified/consulted when these or any other wildlife must be disturbed or handled.

The Resource Management personnel are expected to assist with moving/relocating snakes or any other wildlife when necessary and /or to make recommendations for relocating disturbed animals. The contractor shall notify the Contracting Officer immediately if animal relocation or coordination with the Resource Management personnel will impact the contractor’s ability to remain on schedule.

D. Driveways and Entrances: Keep identified vehicle circulation through parking lot 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 obstruction of vehicle circulation.

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

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

F. Hauling Restrictions:

1. Comply with all legal load restrictions in the hauling of materials.

2. Hauling on Park Roads: 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.

3. Hauling on Surrounding Roads: Roads from Cedar City do not exceed 6%. UT-143 through Brian Head, however, has steep slopes (up to 8%) that are not recommended for semi use.

G. Weather and Safety: Contractor shall familiarize themselves with local weather conditions, including high winds, monsoons in late summer, lightning, rain, and shall be prepared with safety measures/procedures.

H. Altitude: Contractor shall familiarize themselves with the safety concerns of working at higher altitude (site is at 10,000 feet above sea level) and shall be prepared with safety measures/procedures.

I. Snow Removal: Contractor shall be responsible for clearing snow within the work area.

1.6 PUBLIC USE OF SITE

A. The path to the cabin and point going through the project site will be closed to the public during construction. Alternative access shall be established by the park and is anticipated to occur from the east along the Sunset Trail. The alternative access shall not be obstructed by construction activities except if permitted by park through approval by Contracting Officer.

B. Public use shall be maintained for the following areas:

1. Ramparts Trail (accessed from the west side of the parking lot) e circue cir equirements foequirem in the park will not be in the park will not be pep ctions in the hauling of mctions in the hau d restrictions on park rorestrictions on park onal regulations as may bregulations as may b ules and regulations for ules and regulations for ffice of the Park Superinffice of the Park S lity for damage which mality for damage which rrounding Roads: ounding Roads: RoadsRoads n Head, however, has sted, however, has ste

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2. Sunset Trail (accessed to the east of the site, across the road from entry to the Cedar Breaks Service Road)

3. Historic Cabin (to the north of the site)

4. Point Supreme Overlook (to the north of the site)

1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. New Buildings

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

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

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

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

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

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

1.8 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.

1.9 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 6 a.m. to 9 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: 6 a.m. to 9 p.m.

2. Early Morning Hours: Only as permitted by Contracting Officer.

3. Hours for noise producing activities: As discussed with Contracting Officer during pre-construction meeting. Start with 8 a.m. to 6 p.m.

B. Existing Utilities

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

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

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

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

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

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

3. Hours for Utility Shutdowns: As discussed with Contracting Officer during pre-construction meeting. Unless specifically pre-approved by Contracting Officer, shutdowns shall be no longer than 3 hours.

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

1.10 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.

1.11 SOILS INVESTIGATION REPORT

A. A soils investigation report entitled Final Geotechnical Engineering Report Proposed Visitor Center Cedar Breaks National Monument Iron County Utah has been prepared by Yeh and Associates, Inc., Aug. 22, 2019.

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

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

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

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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. 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………………5.30%

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

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

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

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

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PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 012601

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082714 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

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

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 0001 Base Contract.

1. This item consists of construction of building and development of site as identified in the drawings and specifications. Demolition scope includes removal of the existing restroom building and select site demolition. Building scope includes concrete foundations and slabs, boardform concrete walls, CMU walls, plumbing fixtures and plumbing lines, mechanical ventilation, insulation and drywall (both for partition walls and furred walls), LLVs, dimensional lumber, steel structure, insulated roof panels, concrete roof tiles, waterproofing, “live edge” cedar siding and trim, aluminum storefront windows and exterior doors, wood interior doors and frames, built in transaction/info counter, signage, mechanical equipment fire suppression, and electrical power and lighting throughout. Site scope includes utility modifications (trenching, conduit, piping, etc.), grading, concrete flatwork, asphalt, topsoil preservation and reinstallation, and some revegetation.

2. No separate measurement of quantities shall be made.

3. Payment shall be made at the contract lump sum price.

END OF SECTION 01 27 00

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082714 DEFINITION OF CONTRACT LINE ITEMS

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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 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 the

Commissioning Authority.

1.2 DEFINITIONS

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

1.3 CONSTRUCTION COORDINATION

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

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

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

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

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

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

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

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

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

9. Commissioning activities.

1.4 SUBMITTALS

A. 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. 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.

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

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.

1.5 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 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 Project 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:

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a. Requests for approval of submittals.

b. Requests for approval of substitutions.

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.

1.6 PROJECT WEB SITE

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

Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using the NPS/DSC Project website and shall be coordinated with the 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 Project website. For login procedures and other project website 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.

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2. Adobe Acrobat Professional (Pro) version 9 or later

1.7 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.