Attachment 1 Specifications OLYM Fuel Tank and Auto Shop.pdf

OLYMPIC NATIONAL PARK

Correct Fuel Tank and Auto Shop Deficiencies

OLYM – 228422

CONSTRUCTION SPECIFICATIONS

NATIONAL PARK SERVICE

INTERIOR REGION 8

December 21, 2020

THIS PAGE INTENTIONALLY LEFT BLANK

PMIS 228422 PROJECT TEAM

OLYMPIC NATIONAL PARK

OLYM – 228422

PROJECT TEAM:

CONTRACTING OFFICER for developing these documents:

Brian Cyr , NPS

PARK REPRESENTATIVE:

Contact: Cody Manzer, Olympic National Park

600 East Park Ave

Port Angels, WA 98362 cody_manzer@nps.gov

(P) 360-565-3162

ARCHITECT:

FFA Architecture and Interiors, Inc.

Contact: Tim Mitchell, Project Architect

520 SW Yamhill Street, Suite 900

Portland, OR 97204 tmitchell@ffadesign.com

(P) 503-327-0380

CIVIL ENGINEER:

KPFF Consulting Engineers

Contact: Colleen Brehm

111 SW 5th Avenue, Suite 2600

Portland, OR 97204

Colleen.brehm@kpff.com

(P) 503-542-3853

STRUCTURAL ENGINEER:

Structural Nexus

Contact: John Mayer

434 Grey Cliffs Ct.

St. Helens, OR 97051 jtmayer@structuralnexus.com

(P) 503-470-6332

MEP ENGINEER:

Mazzetti

Contact: Tuan Tran

121 SW Salmon Street, Suite 1000

Portland, OR 97205 ttran@mazzetti.com

(P) 503-601-5972

CONTRACTING OFFICER for construction:

Rodney J. Roberson

CONTRACT SPECIALIST for construction:

Sarah Welch Olympic Major Acquisition Buying Office 810 State Route 20 Sedro-Woolley WA 98284 sarah_welch@nps.gov

(P) 360-854-7220

Prepared by:

FFA Architecture and Interiors (Architecture)

520 SW Yamhill Street, Suite 900 Portland, Oregon 97204

Tel. 503-222-1661 www.ffadesign.com

KPFF Consulting Engineers (Civil)

111 SW 5th Avenue, Suite 2600 Portland, OR 97204

Tel. 503-227-3251 www.kpff.com/

Structural Nexus (Structural)

434 Grey Cliffs Ct., Saint Helens, OR 97051

Tel. 503-470-6332 www.structuralnexus.com

Mazzetti (Plumbing)

121 SW Salmon Street, Suite 1000 Portland, OR 97205

Tel. 503-601-5972 www.mazzetti.com/ tmitchell Snapshot tmitchell Snapshot tmitchell Snapshot tmitchell Snapshot

Mazzetti (Mechanical)

Mazzetti (Electrical)

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OLYM - 228422 FINAL CONSTRUCTION DOCUMENTS

TABLE OF CONTENTS - 1

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 and Coordination

01 32 16 - Construction Schedule

01 32 33 – Photo Documentation for Historic Preservation Projects

01 33 23 - Submittal Procedures

01 35 23 - Safety Requirements

01 35 91 - Historic Preservation Treatment Procedures

01 40 00 - Quality Requirements

01 42 00 – Reference Standards

01 50 00 - Temporary Facilities and Controls

01 57 19.11 - Indoor Air Quality Management

01 57 19.12 - Noise & Acoustics Management

01 57 23 - Under-An-Acre Pollution Prevention

01 67 00 - Product Requirements

01 73 29 - Cutting and Patching

01 73 40 - Execution

01 74 19 - Construction Waste Management and Disposal

01 74 19 - Waste Management Appendix A

01 74 19 – Waste Management Appendix B

01 77 00 - Closeout Procedures

01 78 23 - Operation and Maintenance Data

01 79 00 - Demonstration and Training

01 81 13 – Sustainable Design Requirements for Non-LEED Projects

01 91 14 – Total Building Commissioning

DIVISION 02 -- EXISTING CONDITIONS

02 41 00 – Demolition

DIVISION 03 -- CONCRETE

03 30 00 - Cast-in-Place Concrete

DIVISION 04 -- MASONRY (NOT USED)

TABLE OF CONTENTS - 2

DIVISION 05 -- METALS

05 12 00 – Structural Steel Framing

05 31 00 – Steel Decking

05 40 00 – Cold-Formed Metal Framing

05 51 00 – Metal Stairs

05 52 13 – Pipe and Tube Railings

05 75 10 – Perforated Metal Panels

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 - Rough Carpentry

06 20 00 - Finish Carpentry

06 83 16 – Fiberglass Reinforced Paneling

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 21 00 - Thermal Insulation

07 25 00 – Weather Barriers

07 41 13 – Metal Roof Panels

07 62 00 – Sheet Metal Flashing and Trim

07 84 00 - Firestopping

07 92 00 – Joint Sealants

DIVISION 08 -- OPENINGS

08 01 52 – Wood Window Restoration

08 11 13 - Hollow Metal Doors and Frames

08 14 16 - Flush Wood Doors

08 51 13 – Aluminum Windows

08 71 00 - Door Hardware

08 80 00 – Glazing

08 91 00 – Louvers

DIVISION 09 -- FINISHES

09 21 00 – Gypsum Board Assemblies

09 65 00 – Resilient Flooring

09 67 00 – Fluid Applied Flooring

09 91 13 - Exterior Painting

09 91 23 - Interior Painting

09 96 00 – High Performance Coatings

TABLE OF CONTENTS - 3

DIVISION 10 -- SPECIALTIES

10 14 00 - Signage

10 28 00 - Toilet, Bath, and Laundry Accessories

10 44 00 - Fire Protection Specialties

10 56 13 - Metal Storage Shelving

DIVISION 11 -- EQUIPMENT (NOT USED)

DIVISION 12 -- FURNISHINGS

12 24 00 - Window Shades

DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 -- CONVEYING EQUIPMENT

14 46 00 – Material Lifts

DIVISION 20 - GENERAL MECHANICAL REQUIREMENTS (NOT USED)

DIVISION 21 -- FIRE SUPPRESSION (NOT USED)

DIVISION 22 -- PLUMBING

22 01 00 – Basic Plumbing Requirements

22 05 17 – Sleeves and Sleeve Seals for Plumbing Piping

22 05 18 – Escutcheons for Plumbing Piping

22 05 19 – Meters and Gages 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 48 – Vibration and Seismic Controls for Plumbing Piping and Equipment

22 05 53 – Identification for Plumbing Piping and Equipment

22 07 19 – Plumbing Piping Insulation

22 11 00 – Facility Fuel-Oil Piping

22 11 16 – Domestic Water Piping

22 11 19 – Domestic Water Piping Specialties

22 12 13 – Facility Fuel-Oil Pumps

22 13 16 – Sanitary Waste and Vent Piping

22 13 19 – Sanitary Waste Piping Specialties

22 15 13 – General-Service Compressed-Air Piping

22 15 19 – General-Service Packaged Air Compressors and Receivers

22 33 00 – Electric, Domestic-Water Heaters

TABLE OF CONTENTS - 4

22 40 00 – Plumbing Fixtures

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

23 00 00 – General Mechanical Work

23 05 00 – Basic Mechanical Materials & Methods

23 05 20 – Hangers and Supports

23 05 53 – HVAC Identification

23 05 93 – Testing Adjusting and Balancing for HVAC

23 07 13 – Duct Insulation

23 31 13 – Metal Ducts

23 33 00 – Air Duct Accessories

23 34 13 – Axial HVAC Fans

23 34 16 – Centrifugal HVAC Fans

23 35 16 – Engine Exhaust Systems

23 37 00 – Air Outlets and Inlets

23 82 39 – Unit and Cabinet Heaters

23 83 23 – Radiant Heating Electric Panels

DIVISION 25 -- INTEGRATED AUTOMATION (NOT USED)

DIVISION 26 -- ELECTRICAL

26 05 01 - Electrical General Provisions

26 05 19 - Low-Voltage Electrical Power Conductors and Cables

26 05 26 - Grounding and Bonding

26 05 29 - Hangers and Supports for Electrical Systems

26 05 33 - Raceways and Boxes

26 05 53 – Identification for Electrical Systems

26 24 16 - Panelboards

26 27 26 - Wiring Devices

26 28 16 – Disconnect Switches and Individual Motor Controllers

26 50 00 – Luminaires and Accessories

DIVISION 27 -- COMMUNICATIONS (NOT USED)

DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

28 31 00 - Fire Detection and Alarm System

TABLE OF CONTENTS - 5

DIVISION 31 -- EARTHWORK

31 10 00 - Site Clearing

31 20 00 - Earth Moving

DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 12 16 - Asphalt Paving

32 16 00 – Portland Cement Concrete Curbs, Gutters, Sidewalks and Driveways

DIVISION 33 -- UTILITIES

33 11 00 – Water Utility Distribution Piping

33 31 00 - Sanitary Utility Sewerage Piping

33 41 00 - Storm Utility Drainage Piping

DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT (NOT USED)

END OF SECTION

OLYM - 228422 01 11 00 - 1

091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Work under other contracts.

4. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Work Restrictions.

9. Special Construction Requirements.

10. Soils Investigation Report.

11. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Olympic National Park, Headquarters Area, Port Angeles, WA. Auto Repair Shop is located within the fenced utility yard south of the Park Headquarters building and accessed from park road directly off E. Park Avenue.

B. The Work consists of the following:

1. The Work includes removal and replacement of the existing diesel fueling system tanks and pump with new aboveground tanks, pumps, underground piping, and controls. A steel-framed roof canopy will be constructed over the fuel system area and site stormwater piping reconfigured to manage runoff from the fuel area. The Auto Shop (Building #9) will be rehabilitated to include upgrades to building mechanical, plumbing, and electrical systems. The staff restroom will be relocated within the building and fire-resistant partitions and barriers will be constructed. All window glazing will be replaced with high efficiency insulated glazing and the standing seam metal roof assembly and structural wood deck will be replaced to include new plywood roof deck, above-deck continuous insulation, and new standing seam metal roof assembly.

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

1.3 GOVERNMENT-FURNISHED MATERIALS

A. Government will furnish products indicated.

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

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

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

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

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

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

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

B. Government-Furnished Products:

1. “FUELMASTER” fuel management unit (FMU) for use in combination with new fuel dispensing pump.

1.4 CONTRACTOR USE OF SITE

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

1. Limits: Confine constructions operations to area indicated on Construction Drawings.

2. Limit site disturbance, including earthwork and clearing of vegetation, to 30 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

B. Storage of Materials: Confine storage of materials to area described as “Contractor Staging Area” on Construction Drawings.

C. Preservation of Natural Features:

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

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

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

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

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

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

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

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

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

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

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

1.5 PUBLIC USE OF SITE

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

1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

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

Maintain existing exits, unless otherwise indicated.

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

1.8 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 6 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: 6 a.m. to 6 p.m. with prior written approval from the Contracting Officer.

2. Early Morning Hours: None prior to 6 a.m.

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B. Existing Utilities

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

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

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

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

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

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

3. Hours for Utility Shutdowns: 6 a.m. to 6 p.m.

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

1.10 ADDITIONAL REPORTS

A. A report entitled “NPDES Inspection Report” (2014) has been prepared by the Environmental Protection Agency, Region 10, Office of Compliance and Enforcement Inspection and Enforcement Management Unit.

B. A report entitled “Spill Prevention, Control, and Countermeasures Plan” (2020) has been prepared by Kane Environmental Inc. and Dailey Engineering, LLC.

C. A report entitled “Asbestos and Lead Survey Report” (2020) has been prepared by JSE Labs, Inc.

D. Original construction drawings entitled “Garage and Repair Shop #9, dated May 2, 1957.

E. Copies of the reports are available to all plan holders with this package.

F. 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

OLYM - 228422 01 26 01 - 1

031414 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

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

1.2 DEFINITIONS AND ALLOWANCES

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

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

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

6. Support, accounting, and administrative staff

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

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

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

13. Depreciation of equipment and other assets

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

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

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

1. Project Manager, Assistant Project Manager

2. Superintendent, Assistant Superintendent

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

4. Engineers

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

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6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

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

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

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

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

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

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

1) Social Security

2) Medicare

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

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

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

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

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

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

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

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

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

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

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

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

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

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

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

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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:

Utilize the Profit Calculator to generate the allowable maximum rate for Profit on self-performed work.

Insert the result below where indicated by the red X.XX%. Work collaboratively with the COR to produce the draft Profit Calculator for Design Development (DD) submission. Denver Service Center Contracting Services division will approve the final number. Submit completed Profit Calculator with the DD submission.

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………………10%

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.

http://www.nps.gov/dscw/publicforms.htm

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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.

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 Mobilization/Demobilization

1. This item consists of contractor costs for mobilization including all activities and associated costs for transportation of contractor's personnel, equipment, and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the contractor's operations at the site. Includes demobilization at completion of construction activities.

2. Measurement for payment will be as percentage of work completed.

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

B. Contract Line Item No. 0002 Replace Diesel Fueling System

1. This item consists of complete replacement of the diesel fueling system, including demolition and removal of existing fuel tanks, fuel pumps, system piping, concrete pad, and bollards, with new installation including (2) 2000 gallon aboveground diesel fuel tanks,

(1) duel-fuel pump, remote fill stations, monitoring and leak protection, concrete pads, concrete curbing, and protective bollards. Also includes construction of new fueling area roof canopy.

2. Measurement for payment will be as percentage of work completed.

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

C. Contract Line Item No. 0003 Rehabilitate Auto Repair Shop Exterior Envelope

1. This item consists of rehabilitation of the existing Auto Repair Shop (Building #9) exterior envelope including replacement of existing metal roof assembly, roof deck, roof insulation, gutters and downspouts, glazing units at the fixed wood windows located on the south elevation of the building, aluminum sliding window, louvers, and repair/replacement of exterior wood siding and trim elements. Building exterior will be completely repainted.

2. Measurement for payment will be as percentage of work completed.

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

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D. Contract Line Item No. 0004 Rehabilitate Auto Repair Shop Electrical System Components

1. This item consists of rehabilitation of building and site electrical system, including replacement of building primary electrical service, electrical panels, conduit and conductors, electrical devices, and lighting fixtures, and installation of a new fire alarm system.

2. Measurement for payment will be as percentage of work completed.

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

E. Contract Line Item No. 0005 Rehabilitate Auto Repair Shop Heating and Ventilation System

1. This item consists of rehabilitation of building mechanical heating and ventilation system, including complete replacement of building heating and ventilation equipment with new exhaust fans, unit heaters, ceiling fans, infrared radiant heaters, and building vehicle exhaust system components.

2. Measurement for payment will be as percentage of work completed.

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

F. Contract Line Item No. 0006 Rehabilitate Auto Repair Shop Plumbing System

1. This item consists of rehabilitation of building plumbing system, including removal and replacement of existing domestic water supply and waste/vent piping, water heating equipment, lubrication reels and piping, and compressed air system components. Also includes installation of trench drains at base of overhead garage doors connecting to building sanitary plumbing piping.

2. Measurement for payment will be as percentage of work completed.

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

G. Contract Line Item No. 0007 Rehabilitate Auto Repair Shop Interior Construction, Finishes, and Furnishings

1. This item consists of rehabilitation of building interior to include complete repainting, construction of fire rated wall assemblies, construction of storage mezzanine, relocation of staff restroom, installation of new doors, and application of protective floor coating at the existing concrete slab. New furnishings include metal storage shelving, alternating tread device to storage mezzanine, hoist lift equipment, and fluid storage and dispensing rack system.

2. Measurement for payment will be as percentage of work completed.

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

H. Contract Line Item No. 0008, Option A: Additional Asphalt Paving at North Elevation

1. This item consists of removal and replacement of asphalt paving at the north elevation of the building to provide a straight, consistent cut line along the building apron.

2. Measurement for payment will be as percentage of work completed.

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

I. Contract Line Item No. 0009 Option B: Window Shades at South Elevation Windows

1. This item consists of providing new, interior manual window shades at each individual window along the building south elevation.

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2. Measurement for payment will be as percentage of work completed.

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

END OF SECTION 01 27 00

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091015 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on

Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination.

3. Submittals

4. Coordination Drawings.

5. Requests for Information (RFIs).

6. Project meetings.

7. Environmental Coordination.

8. Permits

B. Related Requirements:

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

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

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

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

Commissioning Authority.

1.2 DEFINITIONS

A. Agency with Jurisdiction

B. Construction Permits – Contractor Provided

C. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the

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

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

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

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

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

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

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

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

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

9. Commissioning activities.

1.4 SUBMITTALS

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

1. Content: Project-specific information, drawn accurately to scale. Do not base

Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

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

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

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

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

e. Indicate required installation sequences.

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

(750 by 1000 mm).

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3. Number of Copies: Submit electronic PDF files of each submittal. Contracting Officer will return PDF file.

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

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

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

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

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

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

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

6. Mechanical and Plumbing Work: Show the following:

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

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

c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:

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

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

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

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

8. Review: Contracting Officer (CO) will review coordination drawings to confirm that the

Work is being coordinated, but not for the details of the coordination, which are

Contractor's responsibility. If CO determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, CO will so inform

Contractor, who shall make changes as directed and resubmit.

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

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

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

2. File Preparation Format: Autodesk Revit 2020, operating in Microsoft Windows operating system.

3. File Submittal Format: Submit or post coordination drawing files using Portable Document

Format (PDF) file format.

4. Contracting Officer (CO) will furnish Contractor one set of digital data files (Revit 2020) of Drawings for use in preparing coordination digital data files.

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

b. Digital Data Software Program: Drawings are available in Autodesk Revit 2020.

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

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan.

5. A list of Subcontractors for this project.

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

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

Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

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

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Historic Preservation Treatment Plan.

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

a. Name of Permit.

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

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

E. 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 by

NPS.

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

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

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

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

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 MEETINGS

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

1. Roles & Responsibilities/ Lines of Authority.

2. Park rules and regulations.

3. Jobsite Safety.

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4. Resolution of comments on required Division 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

7. Modifications.

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. Acceptance/rejection of work.

17. Progress meetings.

18. Submittal procedures.

19. NPS Final Accessibility Inspection.

20. Environmental requirements.

21. Permit requirements.

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

23. Saturday, Sunday, holiday and night work.

24. Reference materials.

25. Value engineering.

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

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

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

a. Approval of minutes of previous meetings.

b. Submittal status.

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

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

e. Modifications.

f. Work in progress and projected.

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

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

h. Construction Schedule update (provide updated CPM).

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

j. Other business relating to work.

k. Permit requirements.

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

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