B08_Atch_3_MIIN_314972_Specifications_-_Final_UPDATED.pdf

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MIIN 314972 & HAFO 314578 Rehab ID Parks Ops Bldgs
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This document is a comprehensive set of technical specifications for a construction project to rehabilitate operational buildings at Minidoka National Historic Site in Idaho. The project, identified as MIIN 314972, involves constructing a new +/-2,500 square foot metal frame Maintenance Building with offices, a break room, bathroom, equipment storage spaces, and a workshop. The building will include metal framing, metal panel exterior finishes, a new HVAC system, plumbing, site drainage, paving, a new septic tank, water well, and chemical treatment tank.

Optional elements of the project include exterior storage spaces and a carport, as well as demolition of the +/-1,600 square foot Robison House (currently used as staff office space). The project also includes electrical work, with an option to remove an existing electrical pole. The specifications cover detailed requirements for construction materials, methods, site preparation, insulation, concrete work, structural steel, roofing, electrical systems, and other building components. The project is being conducted for the National Park Service, with construction documents finalized on May 23, 2024.

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MIIN 314972 TOC-1

REHABILITATE OPERATIONAL BUILDINGS AT IDAHO PARKS

MINIDOKA HISTORIC SITE

IDAHO

PMIS NO. 314972

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

FINAL 100% CONSTRUCTION DOCUMENTS

MAY 23, 2024

PAGE LEFT INTENTIONALLY BLANK

MIIN 314972 TOC-2

TABLE OF CONTENTS

SEALS PAGE

DIVISION 01

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

• SUBMITTAL LIST

01 35 13.22 ARCHEOLOGICAL PROTECTION

01 35 23A BIRD/BAT/RODENT FECES CONTAMINATION MANAGEMENT GUIDANCE

01 35 23 SAFETY REQUIREMENTS

01 40 00 QUALITY REQUIREMENTS

• DAILY REPORT TEMPLATE

• ACCESSIBILITY INSPECTION REPORT FORM

• SOSTSI

01 42 00 REFERENCE STANDARDS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19.11 INDOOR AIR QUALITY MANAGEMENT

01 57 23 UNDER AN ACRE STORM WATER POLLUTION PREVENTION

01 67 00 PRODUCT REQUIREMENTS

01 73 40 EXECUTION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

• WASTE MANAGEMENT PLAN WORKSHEET

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

• O&M SPREADSHEET

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS FOR NON-LEED PROJECTS

01 91 14 TOTAL BUILDING COMMISSIONING

DIVISION 02

02 41 13 SELECTIVE SITE DEMOLITION

02 41 16 STRUCTURE DEMOLITION

DIVISION 03

03 10 00 CONCRETE FORMING AND ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

MIIN 314972 TOC-3

DIVISION 05

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 44 00 COLD-FORMED METAL TRUSSES

DIVISION 06

06 10 00 ROUGH CARPENTRY

06 20 23 INTERIOR FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07

07 11 13 MODIFIED BITUMINOUS DAMPPROOFING

07 21 00 THERMAL INSULATION

07 25 00 WEATHER BARRIERS

07 26 00 VAPOR RETARDERS

07 41 13.16 STANDING SEAM METAL ROOF PANELS

07 42 13.13 FORMED METAL WALL PANELS

07 42 93 SOFFIT PANELS

07 62 00 SHEET METAL FLASHING

07 72 53 SNOW GUARDS

07 84 13 PENETRATION FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

08 36 13 SECTIONAL DOORS

08 54 13 FIBERGLASS WINDOWS

08 71 11 DOOR HARDWARE

08 80 00 GLAZING

DIVISION 09

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 43 LINOLEUM FLOORING

09 72 00 WALL COVERINGS

09 91 13 EXTERIOR PAINTING

09 91 24 INTERIOR PAINTING

09 93 01 STAINING AND TRANSPARENT FINISHES

MIIN 314972 TOC-4

DIVISION 10

10 14 23.16 ROOM IDENTIFICATION PANEL SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 44 13 FIRE PROTECTION CABINETS

10 44 16 FIRE EXTINGUISHERS

DIVISION 12

12 32 13 MANUFACTURED WOOD VENEER FACED CASEWORK

12 36 19 WOOD COUNTERTOPS

DIVISION 22

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 19 METERS AND GAUGES FOR PLUMBING PIPING

22 05 23 GENERAL DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 53 IDENTIFICATIONS 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 11 23.21 INLINE, DOMESTIC-WATER PUMPS

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 33 00 ELECTRIC, DOMESTIC-WATER HEATERS

22 42 13.13 WATER CLOSETS

22 42 16.13 LAVATORIES

22 42 16.16 SINKS

22 42 23 SHOWERS

22 45 00 EMERGENCY PLUMBING FIXTURES

22 47 13 DRINKING FOUNTAINS

DIVISION 23

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 17 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

23 05 18 ESCUTCHEONS FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 VIBRATION CONTROLS FOR HVAC

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 07 19 HVAC PIPING INSULATION

23 09 23.12 CONTROL DAMPERS

23 23 00 REFRIGERANT PIPING

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 34 00 HVAC FANS

23 34 23 HVAC POWER VENTILATORS

MIIN 314972 TOC-5

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS

23 82 39 PROPELLER UNIT HEATERS

DIVISION 26

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 33.1 HEAT TRACE FOR ICE AND SNOW MELT SYSTEM

26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 ELECTRICAL SYSTEM STUDIES

26 09 23 LIGHTING CONTROL DEVICES

26 24 16 PANELBOARDS

26 27 13 ELECTRICITY METERING

26 27 26 WIRING DEVICES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 36 00 TRANSFER SWITCHES

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

26 51 00 LIGHTING FIXTURES

26 56 00 EXTERIOR LIGHTING

DIVISION 27

27 00 10 SUPPLEMENTAL REQUIREMENTS FOR COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

27 05 36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 05 44 SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND

CABLING

27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

27 11 16 COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES

27 15 13 COMMUNICATIONS COPPER HORIZONTAL CABLING

DIVISION 28

28 00 10 SUPPLEMENTAL REQUIREMENTS FOR ELECTRONIC SAFETY AND SECURITY

28 31 00 INTRUSION DETECTION

28 31 11 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM – PERFORMANCE

SPECIFICATION

DIVISION 31

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 25 00 EROSION AND SEDIMENT CONTROL

MIIN 314972 TOC-6

DIVISION 32

32 13 20 SITE CONCRETE

32 15 00 AGGREGATE SURFACING

32 17 00 PAVING SPECIALTIES

DIVISION 33

33 11 13 POTABLE WATER SUPPLY WELLS

33 14 16 SITE WATER UTILITY DISTRIBUTION

33 30 00 SITE SANITARY SEWERAGE

APPENDICES

2010.12.06 MIIN ROBISON HOUSE ACM REPORT PROVIDED BY NPS.

2022.03.23 MIIN GEOTECHNICAL EVALUATION PROVIDED BY NPS.

MIIN 314972 Final Specifications

May 23, 2024

SEALS PAGE

Civil Engineer Structural

Division 03 and 05

Section 06 10 00

Architect

Section 02 41 16

Section 06 20 23

Section 06 61 16

Divisions 07-12

Mechanical and Plumbing Engineer

Electrical Engineer

05/23/2024

MIIN 314972 01 11 00 - 1

051121 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following:

1. Work Covered by Contract Documents

2. Contractor Use of Site

3. Public Use of Site

4. Occupancy Requirements for Buildings

5. Conduct of Operations

6. Work Restrictions

7. Special Construction Requirements

8. Soils Investigation Report

9. Additional Reports

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Minidoka National Historic Site, Jerome, Idaho.

B. The Work consists of:

1. Construction of new +/-2,500 SF metal frame Maintenance Building over concrete spread footings. Building includes metal framing and metal panel exterior wall and roof finishes.

Interior spaces consist of offices, a break room, bathroom, equipment storage spaces, and workshop with overhead garage doors. New HVAC ducted system throughout and plumbing to support spaces noted including exterior hose bibs. Site drainage, paving, new septic tank, and new water well and chemical treatment tank, electrical and teledata connections included. Exterior storage spaces (110 and 111) and carport with associated roof area are included as an option.

2. Demolition of the +/-1,600 SF Robison House as an option, currently being used as staff office space. The building is a single story wood framed structure with basement. Structure includes a brick chimney, plumbing fixtures, and interior partitions and finishes.

Disconnection of all utilities required after beneficial occupancy of the new Maintenance Building. FFE will be removed by Park prior to commencement of demolition.

3. Electrical pole removal is included as an option. If option is not accepted, electrical pole will remain in existing location. Coordination with local electrical company required.

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

MIIN 314972 01 11 00 - 2

1.3 CONTRACTOR USE OF SITE

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

1. Adjacent pasture to the south may be available for additional staging, confirm with Contracting Officer. Refer to area indicated on staging plan.

B. Storage of Materials: Confine storage of materials to within the Project Limits indicated on the drawings.

C. Parking: Confine parking to within the Project Limits indicated on the drawings.

D. Stockpiling: Confine stockpiling to staging area shown on plans.

E. 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 (CO) and remove agreed-on roots and branches that interfere with construction.

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

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

6. Topsoil to be obtained from a clean source, screened, and void of any invasive weeds. Revegetated areas shall be inspected by the Contractor for invasive weeds and treated if weeds are present.

F. Preservation of Site Features:

1. Prevent damage to existing historic Barn, wire fencing, and wood fencing along south side of Project Work Limits.

G. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government employees, and emergency vehicles at all times. Do not use 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.

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

I. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to 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.

MIIN 314972 01 11 00 - 3

J. Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time and calendar restrictions as outlined.

1.4 PUBLIC USE OF SITE

A. The area will be closed to the public during construction.

B. Contractor shall conduct his operations to ensure the least inconvenience to public. Road closures are not permitted.

1.5 OCCUPANCY REQUIREMENTS FOR BUILDINGS

1. Partial Government Occupancy: Government will occupy the existing Robison House building during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform Work so as not to interfere with Government’s operations. Maintain existing exits, unless otherwise indicated.

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

b. Utilities to remain functional throughout duration of use of Robison House.

B. New Buildings

1. Government Occupancy of Completed Areas of Construction: Government reserves 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 National Park Service (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.

1.6 CONDUCT OF OPERATIONS

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

MIIN 314972 01 11 00 - 4

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit requests 3 business/calendar days 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.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of ½ hour after sunrise to ½ hour before sunset, Monday through Friday, except when otherwise indicated.

1. Weekend Hours: ½ hour after sunrise to ½ hour before sunset

2. No noise restrictions.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation. Utilities to remain functional throughout duration of use of Robison House.

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 five business days in advance of proposed utility interruptions.

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

3. Hours and length of Utility Shutdowns: Coordinate with Contracting Officer.

D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within building or within 25 feet of entrances, operable windows, or outdoor air intakes. Tobacco use and vaping is restricted to areas outside of 25 feet of all buildings’ doors, windows, and outdoor air intakes.

Contractor shall provide butt collection devices and designate a location within the staging area for smoking that is at least 25 feet from any building entrance, window, or air intake.

1.8 SPECIAL CONSTRUCTION REQUIREMENTS

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

MIIN 314972 01 11 00 - 5

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

B. Construction is not permitted July 3-8, 2024 due to the Minidoka Pilgrimage. Similar restrictions will apply for 2025. Exact 2025 dates are to be determined and coordinated by the Contracting Officer.

1.9 SOILS INVESTIGATION REPORT

A. The report Geotechnical Evaluation MIIN Robison Maintenance Building, Minidoka National Historic Site, March 23, 2022, by Ninyo & Moore is within an appendix with this package.

B. In case of conflict between report and drawings or specifications, the drawings and specifications govern.

1.10 ADDITIONAL REPORTS

A. An excerpt of an asbestos report for the Robison House dated December 2010 is within an appendix with this package.

B. In case of conflict between report and drawings or specifications, specifications govern.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

MIIN 314972 01 26 01 - 1

012721 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: 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 preparation of modifications will not be allowed. 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 (PM), Assistant Project Manager

2. Superintendent, Assistant Superintendent

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

4. Engineers

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

6. Scheduling

MIIN 314972 01 26 01 - 2

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: 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 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: The hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens; includes insurance and taxes 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) Federal Unemployment Tax Act (FUTA) - Cap Rate and percentage to be proportionally allocated over one year.

5) State Unemployment Tax Act (SUTA) - Cap Rate and percentage to be proportionally allocated over one year.

MIIN 314972 01 26 01 - 3

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 Contractor from claims resulting from bodily injury or property damage to a third party. Include 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 the Contractor will pay the labor and material costs incurred. Banks and Insurance companies charge a premium for individual project based on a sliding scale related to the size of the project.

Include as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: Covers the contractor’s loss due to fire, high winds, or other natural forces. 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. Proposal be received in the format and within the time frame specified in the Request for Proposal (RFP) letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. Proposal shall 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 they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate Form, or their own form, provided that it contains the same information and level of detail as the Government’s form.

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

MIIN 314972 01 26 01 - 4

3. Requests for extensions of contract time as a result of change must be justified with a Time Impact Analysis (TIA). Refer to Section 01 32 16 "Construction Schedule", for time impact analysis requirements. TIA and associated costs shall 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 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 (CO) upon request.

5. Contractor shall review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to 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 cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing hours required for each craft directly engaged in modification work. Any work proposed requiring overtime work or premium pay shall be itemized separately. 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, Federal Insurance Contributions Act (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. Labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. Estimated cost for materials shall include quotes from multiple sources. Material prices shall include 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 NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for 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 shall be broken out separately.

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

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

b. Construction Blue Book

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

MIIN 314972 01 26 01 - 5

4. Estimated equipment rates shall include operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires and tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per Federal Acquisition Regulation (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 full rate for equipment only for duration that equipment will be utilized to accomplish work of the modification.

6. Standby unit rates used in accordance with paragraph 1.3, D, 2, above. If the U.S. Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then 1/2 of 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, established standby rate shall apply from the first day of the delay.

8. Equipment not used and on job site for up to five consecutive days may be classified at standby rates, provided the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work.

Equipment still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

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

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

E. Establishment and Application of Overhead and Profit Percentages:

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

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

Overhead………………10% Profit…………………6.00%

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, partnership may only receive home office overhead and profit in same amount as an individual Contractor (refer to paragraph 1.3,E,1 above). It is the responsibility of the partners to decide on division of revenue.

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

MIIN 314972 01 26 01 - 6

PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 012601

MIIN 314972 01 27 00 - 1

012721 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item Number 01, Maintenance Building.

1. This item consists of all work associated with site preparation and construction of new Maintenance Building.

2. Measurement for payment will be by percentage of work completed in the previous month.

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

B. Contract Line Item Number 02, Option 01 – Outdoor Workspace/Storage.

1. This item consists of all work associated with construction of the attached carport, material, and tool storage rooms at the northwest end of the new Maintenance Building. Refer to architectural plans and all other disciplines for extents of base versus option work.

a. Carport structure and vehicular paving

b. Two storage rooms with mechanical, electrical, and structural systems (Material

Storage – 111, Tool Storage – 110)

c. Pedestrian paving

2. Measurement for payment will be by percentage of work completed in the previous month.

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

C. Contract Line Item Number 03, Option 02 – Robison House Demolition.

1. This item consists of all work associated with demolition of the existing Robison House.

Refer to architectural and civil demolition plans for extents of demolition. House will remain occupied during construction of new maintenance building. Coordinate utility cutoff and disruption with the contracting officer, per specifications.

2. Measurement for payment will be by percentage of work completed in the previous month.

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

MIIN 314972 01 27 00 - 2

012721 DEFINITION OF CONTRACT LINE ITEMS

D. Contract Line Item Number 04, Option 03 – Remove Power Pole.

1. This item consists of all work associated with removing the existing power pole and overhead line. Refer to electrical and civil drawings for information on relocation of power line. Coordination with power company required per specifications.

2. Measurement for payment will be by percentage of work completed in the previous month.

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

E. Contract Line Item Number 05, Option 04 – Linoleum Floor Finish.

1. This item consists of all work associated with providing linoleum floor finish. Refer to architectural finish plans for extents of base versus option work of linoleum floor finish installation.

2. Measurement for payment will be cost per SF of the work completed in the previous month.

3. Payment will be made at the contract unit price.

F. Contract Line Item Number 06, Option 05 – Archeology Monitoring

1. This item consists of all work associated engaging an Archeological Monitor to review all site related activities per specifications.

2. Measurement for payment will be by percentage of work completed in the previous month.

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

END OF SECTION 01 27 00

MIIN 314972 01 31 00 - 1

042123 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. 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. Emergency Procedures

10. Permits

B. Related Requirements:

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

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

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

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

Commissioning Authority.

1.2 DEFINITIONS

A. Agency with Jurisdiction B. Construction Permits – Contractor Provided

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of 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. All existing utilities shall remain in place for operation of the Robison Building during construction of the new Maintenance Building. Once construction of the Maintenance Building is complete, demolition of the Robison Building utilities can proceed.

http://www.nps.gov/dscw/definitionsdc_a.htm http://www.nps.gov/dscw/definitionsdc_c.htm

MIIN 314972 01 31 00 - 2

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

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

4. Make provisions to accommodate items scheduled for later installation.

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

6. 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:

1. Preparation of Contractor's Construction Schedule

2. Preparation of the Schedule of Values

3. Installation and removal of temporary facilities and controls

4. Delivery and processing of submittals

5. Progress meetings

6. Permit requirements

7. Pre-installation conferences

8. Project closeout activities

9. Commissioning activities

1.4 SUBMITTALS

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

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

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

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

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

MIIN 314972 01 31 00 - 3

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

e. Indicate required installation sequences.

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

3. Follow NPS DSC Electronic Drawing Standards. See CAD/BIM (Computer Aided Design/Building Information Modeling) & Drafting Standards page > DSC Requirements section.

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

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

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

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

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

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

6. Mechanical and Plumbing Work:

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

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

7. Electrical Work:

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

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

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

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

8. Review: Contracting Officer will review coordination drawings to confirm Work is being coordinated; details of coordination are Contractor's responsibility. If Contracting Officer determines coordination drawings are not prepared in scope or detail, or are otherwise deficient, Contracting Officer will inform Contractor, who shall make changes and resubmit.

9. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 23 "Submittal Procedures."

https://www.nps.gov/dscw/ds-cad-bim-drafting.htm https://www.nps.gov/dscw/ds-cad-bim-drafting.htm

MIIN 314972 01 31 00 - 4

C. Coordination Digital Data Files: Prepare coordination digital data files according to:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files using Portable Document Format (PDF) file format.

3. Contracting Officer will furnish Contractor one set of digital data files (AutoCad.dwg) of Drawings for use in preparing coordination digital data files.

a. Contracting Officer makes no representations as to accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in AutoCad.dwg.

D. Division 1 documents:

1. Letter designating Project Superintendent

2. Construction Schedule

3. A Comprehensive 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. Certificates of Insurance and Standard Form SF1413 for Contactor and all Subcontractors

8. Waste Management Plan

9. Natural features Protection Plan (including but not limited to tree protection)

10. Quality Control Plan

11. Under-an-Acre Storm Water Pollution Prevention Plan (UPPP).

12. Indoor Air Quality (IAQ) Management Plan

13. Contractors Commissioning Plan

14. Deferred submittals/inspections

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

a. Name of Permit

b. Agency(ies) with Jurisdiction issuing the permit

c. Information required from Government to complete permit application

E. Provide items listed to Contracting Officer at least one week prior to Pre-Construction Conference, or as directed by Contracting Officer.

1. Failure to submit items may result in:

a. Construction conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies.

b. Work shall not commence until written Notice to Proceed has been issued and Certificates of Insurance and SF1413 documents are received for Contractor and all Subcontractors.

1.5 REQUESTS FOR INFORMATION (RFIs)

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

MIIN 314972 01 31 00 - 5

1. Contracting Officer 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 RFI: Include 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 Contract

Time or Contract Sum, Contractor shall state impact in 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 RFI Form on NPS/DSC Project Website as follows:

1. Enter 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 drop-down of "Send to" box.

3. Enter details of question and attach related documents.

4. Select "Submit Form" at bottom of page.

D. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine critical nature of each RFI and issue 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.

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

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

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

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

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Contracting Officer's action may include a request for additional information; time for response will date from time of receipt of additional information.

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

MIIN 314972 01 31 00 - 6

1.6 PROJECT WEB SITE

A. Government provided management software website, ProjectTeam (https://gov.projectteam.com/User#/user-login):

1. Project directory

2. Project correspondence

3. Daily Reports

4. Meeting agendas and minutes

5. Contract modifications forms and logs

6. RFI form and processing

7. Task and issue management

8. Special Inspections/testing

9. Photo documentation

10. Baseline schedule, schedule updates and calendar management

11. Submittal form and processing

12. Payment coordination documentation

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

14. Online document collaboration

15. Reminder and tracking functions

16. Archiving functions

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

18. Permits and addendums

B. Some documents are not suitable to be shared using the NPS/DSC management software website.

Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using NPS/DSC management software website and shall be coordinated with Project team as appropriate.

C. Submit to Contracting Officer a list of employees who will need access to the website. Users will receive an invitation to register from Department of Interior (DOI). Once registered on DOI website, user will be given access to NPS/DSC management software website.

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.

1.7 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. 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 1 documents

5. Coordination of Subcontractors

6. Labor law application

7. Modifications

MIIN 314972 01 31 00 - 7

8. Payments to Contractor

9. Payroll reports

10. Contract time

11. Liquidated damages

12. Contractor Performance Evaluation

13. Display of Hotline posters

14. Notice to proceed

15. Correspondence procedures

16. NPS/DSC Project website

17. Acceptance/rejection of work

18. Natural features prevention plan

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

28. Schedule of Values

B. Progress Meetings: Contracting Officer will schedule weekly meetings with 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. Participants at meeting shall be familiar with 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. Meeting agenda will include:

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 projected.

1) Status of required inspections (Special Inspections, Accessibility, etc.)

g. Inspections of work in progress and projected (Special inspections, Accessibility, etc.)

h. Construction Schedule update (provide updated Critical Path Method (CPM)).

i. Status of Project Record Drawings and O&M manuals.

j. Other business relating to work.

k. Permit requirements

C. Preinstallation Conferences: Conduct at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by installation and its coordination or integration with other materials and

MIIN 314972 01 31 00 - 8

installations that have preceded or will follow, shall attend meeting. Advise Contracting Officer of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for particular activity under consideration, including requirements for:

a. Contract Documents

b. Options

c. Related RFIs

d. Related Change Orders

e. Purchases

f. Deliveries

g. Submittals

h. Review of mockups

i. Possible conflicts

j. Compatibility requirements

k. Time schedules

l. Weather limitations

m. Manufacturer's written instructions

n. Warranty requirements

o. Compatibility of materials

p. Acceptability of substrates

q. Temporary facilities and controls

r. Space and access limitations

s. Regulations of agency(ies) with jurisdiction

t. Testing and inspecting requirements

u. Installation procedures

v. Coordination with other work

w. Required…

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