B08_Attach 1 Rev_Specs_CRLA Final CD Div 1.pdf

CRATER LAKE NATIONAL PARK

Klamath County, Oregon

CORRECT STRUCTURAL DEFICIENCIES

& STABILIZE STEEL VISITOR CENTER

CRLA

PMIS NO. 198641

FINAL CONSTRUCTION DOCUMENTS

SPECIFICATIONS: DIVISION 01

VOL. 1 OF 4

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

November 20, 2020

CRLA - 198641 00 01 10 – V1-1

TABLE OF CONTENTS

SECTION 00 01 10 - TABLE OF CONTENTS

Division Section Title Pages

SPECIFICATIONS GROUP

VOLUME 1

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 ....... Summary of Work 01 26 01 ....... Contract Modification Procedures Profit Calculator Tool 01 27 00 ....... Definition of Contract Line Items 01 31 00 ....... Project Management and 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 23 ....... Safety Requirements 01 35 91 ....... Historic Preservation Treatment Procedures 01 40 00 ....... Quality Requirements CQC Accessibility Inspection Report Statement of Structural Tests and Special Inspections Statement of Structural Tests and Special Inspections – Temporary VC 12 01 42 00 ....... Reference Standards 01 50 00 ....... Temporary Facilities and Controls 01 50 10 ....... Furniture Fixture and Equipment (FF&E) Relocation and Temporary

Storage

01 56 39 ....... Temporary Tree and Plant Protection 01 57 19.11... Indoor Air Quality Management 01 57 19.12... Noise & Acoustics Management 01 57 23 ....... Temporary Storm Water Pollution Prevention 01 67 00 ....... Product Requirements 01 73 29 ....... Cutting and Patching 01 73 40 ....... Execution 01 74 19 ....... Construction Waste Management and Disposal Appendix A – Project Waste Management Plan Worksheet Appendix B – Standard Solid Waste Conversions 01 77 00 ....... Closeout Procedures Closeout and Maintenance & Operations Requirements 01 78 23 ....... Operation and Maintenance Data 01 79 00 ....... Demonstration and Training 01 81 13.13... Sustainable Design Requirements for NON-LEED Projects

CRLA - 198641 00 01 10 – V1-2

TABLE OF CONTENTS

01 91 00 ....... Building Systems Commissioning Annie Creek & Goodbye Creek Bridge Load Rating..

Historical Snow Data – Crater Lake National Park

NPS Storage Areas

CRLA - 198641 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. Off-site Housing.

11. Soils Investigation Report.

12. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Munson Valley administrative area, and Mazama Village area, Crater Lake National Park, Klamath County, Oregon.

B. The Work consists of the following:

1. The Work includes addressing significant structural deficiencies in the first floor exterior stone wall/foundation and second floor/roof wood framing, providing improved load-bearing capabilities and seismic upgrades; along with replacing building systems, replacing roofing, rehabilitating the building to meet current codes, and improving the building’s energy performance.

2. The Work is to be undertaken in a manner that maintains the building’s status on the National Register of Historic Places. Rehabilitation work is to be completed as specified in Division 01 Section “Historic Preservation Treatment Procedures.”

3. Project is designed to comply with a Certification Level according to the U.S. Green Building Council's Leadership in Energy & Environmental Design (LEED) Rating System, as specified in Division 01 Section "Sustainable Design Requirements."

4. The work includes providing a Temporary Visitor Center, in the Mazama Village area, utilizing modular buildings and sheltered by a ‘Snow Roof’. Refer to “Provide Temporary Modular Buildings at Crater Lake National Park” scope of services and “Temporary Visitor Center” drawing set.

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

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1.3 WORK PHASES

A. The Work shall be conducted in three phases in the following order, with each phase substantially complete before beginning the next phase. All phases to be completed 460 calendar days after the Notice to Proceed:

1. Phase One: The Temporary Visitor Center is to be completed, and designated FF&E from the Steel Visitor Center to be installed.

2. Phase Two: Rehabilitation of Steel Visitor Center.

3. Phase Three: Removal of TVC and restoration of Mazama Village site.

B. A partial Notice to Proceed can be granted by the CO after the award of this contract to allow for work to be done on the trailer submittals, and after submittal approval, the ordering of the trailer. The contractor will not be allowed onsite until requirements are met for the full NTP.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

B. Concurrent Work: Government will award separate contract(s) for the following construction operations within the park. Those operations may be conducted simultaneously with work under this Contract.

1. East Rim Road.

2. Cleetwood Rock Scaling, FY22.

1.5 GOVERNMENT-FURNISHED MATERIALS

A. Government will furnish products indicated.

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

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

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

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

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

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

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

B. Government-Furnished Products:

ALind Callout The Park has decided to postpone the Temporary Visitor Center until late summer of 2021.

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1. Existing wood and metal mesh exterior shutters for windows. These protect windows from loading caused by snow accumulation, and are available for Contractor’s use in winter.

Government will deliver to the Contractor, or inform Contractor where they are stored off-season; if they are not installed on the building at the beginning of the project. Contractor to dispose of at completion of the project.

1.6 CONTRACTOR USE OF SITE

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

B. Storage of Materials: Confine storage of materials to areas indicated in the 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 and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. “Premises” shall refer to nearby Sager Administrative Building, Stone Houses, Learning Center, and maintenance yard to the west.

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

3. 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. Bridge Load Ratings: Attached as an appendix to this volume are load rating tables for the Annie Creek and Goodbye Creek bridges.

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1.7 PUBLIC USE OF SITE

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

1.8 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

1. Partial Government Occupancy: Government will occupy the Munson Valley Administration Headquarters area 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.

a. Maintain access to existing walkways, exits, and driveways of other nearby occupied or used facilities. Do not close or obstruct walkways, exits, or driveways of other occupied or used facilities without written permission from the Contracting Officer

(CO).

1.9 CONDUCT OF OPERATIONS

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

B. Work on Saturdays, Sundays, Federal holidays, during early morning hours, 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. Core-drilling and other noisy activity 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.

1. See Section 01 57 19.12 “Noise & Acoustics Management” for requirements on noise control.

D. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.10 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 8:00 a.m. to 6:00 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: If approved, 8:00 am to 5:00 pm.

2. Early Morning Hours: If approved, no earlier than 7:00 am.

3. Hours for Core Drilling : If approved, no earlier than 7:00 am.

4. Hours for other noisy activity: If approved, no earlier than 7:00 am..

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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 five 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: Within on-site work hours, no longer than four hours duration, unless requested otherwise.

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

1.11 SPECIAL CONSTRUCTION REQUIREMENTS

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

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

B. Project Site: The Munson Valley Administration area is the park headquarters, and an historic district on the National Register of Historic Places. The area is at the 6,450 foot elevation on the slopes of the former Mount Mazama.

1. The Steel Visitor Center was constructed in 1932 and is a contributing structure in the Munson Valley Historic District, listed in the National Register of Historic Places.

C. Seasonal Shutdown: The area is subject to an average of 500 inches of snow fall each winter. While vehicle access to the site is maintained year-round, via Munson Valley Road and the park’s south and west entrances, roads are open only after snow removal activity is completed. The north entrance road, and rim road around Crater Lake is not open in winter. Snow can remain in the area into mid- July.

D. Wildfires: The park, and adjacent national and state forests, are prone to wildfires which can result in road closures, delays or poor visibility. Preventative brush clearing and burning can also result in road closures, delays or poor visibility.

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1.12 OFF-SITE HOUSING

A. No housing facilities will be available within the park. Nearby commercial facilities that may be available include:

1. Crater Lake NHA Campground, 57575 Hwy 62, Fort Klamath, OR. 1-541-594-3110.

2. Diamond Lake Resort, 350 Resort Dr., Diamond Lake, OR. 1-541-793-3333.

3. Crater Lake Resort, 50711 OR-62, Fort Klamath, OR 1-541-381-2349.

1.13 SOILS INVESTIGATION REPORT

A. A soils investigation report entitled “Subsurface Exploration and Foundation Recommendations”, December 3, 2018, has been prepared by DOWL.

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

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

1.14 ADDITIONAL REPORTS

A. A report entitled “Hazmat Survey”, October 25, 2018, has been prepared by ATC Group Services.

B. A report entitled “Assessment of the Structural Stone at Steel Visitor Center”, November 21, 2019, has been prepared by Jensen Hughes.

C. A report entitled “Condition Assessment, Historic Masonry – Division 4”, September 10, 2019, has been prepared by Speweik Preservation Consultants.

D. A report entitled “Mortar Evaluation”, September 6, 2019, has been prepared by Atkinson-Noland.

E. A report entitled “Historic Structure Report Ranger Dormitory (William G. Steel Center)”, March 2020, has been prepared by Quinn Evans and RIM Architects.

F. A report entitled “Discovery Demolition Observations Reports”, August 1-13, 2020, has been prepared by RIM Architects and Speweik Preservation Consultants.

G. A report entitled “Crater Lake VC Discovery Demo”, August 23, 2020, has been prepared by Dark Horse Construction.

H. A copy of these reports is available to all plan holders with this package.

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

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1.15 EXHIBIT DRAWINGS

A. Original construction drawings entitled “Crater Lake National Park Ranger Dormitory”, 6/30/32.

B. Original construction drawing entitled “Crater Lake National Park Wash Room & Janitors Closet”, APL 22, ’35.

C. Record drawings of renovation project entitled “Renov. of Ranger Dorm No. 2”, dated 9/90.

D. Drawings of temporary shoring project entitled “Emergency Repair of Roof and Water Damage to Building #2”, 08/24/11.

E. Record drawing of changes to temporary shoring project entitled “Second Floor Shoring Plan”, 12- 15-11.

F. Copies of these drawings are available to all plan holders with this package.

G. These drawings are for reference only, and may contain information not present in the drawings and specifications.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

CRLA - 198641 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#ct

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own form, provided that it contains the same information and level of detail as the Gov’t provided form.

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction

Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.

Contractor’s failure to submit within the specified time frame will be construed as the

Contractor waiving the right for additional time and no time extension will be allowed.

4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work.

Any work proposed that will require overtime work or premium pay shall be itemized separately. All rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. The labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup shall be applied to any material provided by the NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for the work being performed.

2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 must be broken out separately.

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

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

b. Construction Blue Book

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

4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), depreciation, storage, insurance, and all incidentals.

Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.

6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the

US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the equipment costs minus any operating costs, major repair and overhaul will be accepted.

7. If equipment is in standby mode due solely to a documented NPS delay, the established standby rate shall apply from the first day of the delay.

8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

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

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

E. Establishment and Application of Overhead and Profit Percentages:

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

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

Overhead………………10%

Profit………………8.00%

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

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

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

CRLA - 198641 01 26 01 - 6

PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 01 26 01

PARK PMIS

CRLA 198641

Maximum Project

Rate Allowed Specific 10% Rate

Contract Cost Risk

Self Performed work (Contractor to perform all work) 2.00% 2.00%

Contract Type (Firmed Fixed Price, FFP) 1.00% 1.00%

Contractor Effort (Complexity of Work)

General Management 1.00% 1.00%

Direct Labor skill requirement 1.00% 1.00%

Safety Requirements 1.00% 1.00%

Equipment Requirements 1.00% 1.00%

Material Requirements 1.00% 1.00%

Federal Socioeconomic Program

Disadvantage Business 2.00% 0.00%

Maximum Allowable Profit 8.00%

Profit Factors

PROFIT CALCULATOR

FOR SELF PERFORMED WORK

NATIONAL PARK SERVICE - DENVER SERVICE CENTER

COMPLEXITY OF WORK - Percentages are inputed to the "Maximum" amount shown within the five sub-categories based on the complexity of the work i.e. Retrofit of existing elevator in existing cave shaft while park remains open would warrant a High percentage verses a new parking lot paving project on flat terrain in an open unoccupied area would warrant a low percentage.

Areas to considered for percentage amount:

1. The more complex and technical the work the more experience and training of management is required to successfully manage the work.

2. The individual componets of the work are normal but because of logistics, schedule, & volume, highly qualified management is required.

Since all work requires management, start with 0.1% for the low end and consider up to 1.00% for the most challenging jobs.

The more specialized and technical the direct work of the project is, the greater need for higher trained labor which has a limited pool of resources to draw from.

Since all work requires labor, start with 0.1% for the low end and consider up to 1.00% for the the more specialized and techncial projects.

Since all projects requires safety, start with 0.1% for normal safety requirements but consider up to 1.00% for projects with high risk i.e. suspended work, explosives, water hazards, confined spaces, hazardous materials etc.

Since the majority of projects require equipment to complete, start with 0.10% for normal equipment requirements but consider up to 1.0% for projects where the equipment becomes highly specialized or numerous. i.e.

underground directional drilling equipment verses a dump truck.

Since all projects require material to complete, start with 0.10% for normal material requirements but consider up to 1.0% for projects with , technical, specialized, rare, or mostly long lead time materials.

Work that is self performing comes with a higher risk for the contractor and is covered with a higher profit rate. Input 2% here to to cover the added risk.

Firm Fixed Price (FFP) contracts carry more risk then a Cost Plus Fixed Fee (CPFF) contract. Therefore if a project is FFP then the maximum 1% should be used. If CPFF then 0%.

Disadvantaged businesses including HUB zone and 8A. If 8A then add 2%, if HUB zone add 1.0%, and all others would be 0.0%.

After factors have been applied, this is the Profit Percentage to use for the Project on Modifications use 2.0% in every case since this is a calculation for self performed work

CRLA - 198641 01 27 00 - 1

082714 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

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

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 1 Steel Visitor Center Rehabilitation.

1. This item consists of rehabilitation of the Steel Visitor Center, exclusive of CLIN 2 and higher.

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

B. Contract Line Item No. 2 Hazmat Abatement.

1. This item consists of abatement and disposal of contaminated materials as described in sections 02 82 00, 02 83 00 and 02 84 00. This item will include removal of asbestos, lead, PCBs, mercury and rodent feces; and removal of metal windows, removing lead-based paint, cleaning and preparation for reinstallation.

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

C. Contract Line Item No. 3 Temporary Visitor Center (TVC) Modular Buildings & Utilities

1. This item consists of providing temporary modular buildings, connecting to utilities, installing snow roof, and removal, as described in the “Provide Temporary Modular

Buildings at Crater Lake National Park” scope of services, and “Temporary Visitor Center

Concept” drawing set. Phase One and Three in Section 01 11 00 “Summary of Work.”

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

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082714 DEFINITION OF CONTRACT LINE ITEMS

D. Contract Line Item No. 4 TVC Snow Roof

1. This item consists of constructing a roof structure to shelter the TVC mobile buildings from heavy snow loads, and removal upon completion of the Steel Visitor Center rehabilitation.

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

E. Contract Line Item No. 5 Relocation of FF&E to TVC, and back

1. This item consists of removing designated fixtures, furnishings, and equipment from the

Steel Visitor Center; installation in the TVC, then reinstallation in the Steel Visitor Center.

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

F. Option A New Exterior Window Shutters.

1. Contract Line Item No. 6:

a. This item consists of providing new exterior shutters for windows, and disposing of existing shutters. Demonstrate all shutters fit in designated windows, prior to delivering to the Government for storage elsewhere.

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

G. Option B Card Reader Rough-in

1. Contract Line Item No.7:

a. This item consists of installing conduit, with pull string, to locations of future access control system readers at designated exterior doors.

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

H. Option C CCTV Rough-in

1. Contract Line Item No. 8:

a. This item consists of installing conduit, with cabling, to future locations of CCTV system cameras. This item to include main hub in basement.

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

I. Option D Removal, Storage & Reinstallation of FF&E

1. Contract Line Item No. 9:

a. This item consists of removing, storing and reinstalling furniture, fixtures and equipment per Section 01 50 10 “Furniture Fixture and Equipment (FF&E)

Relocation and Temporary Storage”.

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

J. Option E Snow Tunnel Reroofing

1. Contract Line Item No. 10:

a. This item consists of removing the existing shake roofing on the Snow Tunnel and installing new shake roofing.

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

END OF SECTION 01 27 00

ALind Callout Retail casework and fixtures to be stored in weather-proof location, until late summer of 2021, when they can be installed in the TVC

ALind Text Box

OPTION F

ALind Cross-Out

ALind Cross-Out

ALind Text Box

ALind Cross-Out

ALind Text Box

ALind Cross-Out

ALind Text Box

ALind Cross-Out

ALind Text Box

ALind Cross-Out

ALind Text Box

ALind Cross-Out

ALind Text Box

ALind Text Box

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091015 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

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

Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination.

3. Submittals

4. Coordination Drawings.

5. Requests for Information (RFIs).

6. NPS/DSC SharePoint Project Website.

7. Project meetings.

8. Environmental Coordination.

9. Permits

B. Related Requirements:

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

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

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

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

Government’s Commissioning Authority.

1.2 DEFINITIONS

A. Agency with Jurisdiction: An Agency that has been granted legal authority over a location, action, or resource. This authority includes the ability to issue a permit or other legal permission document.

B. Construction Permits – Contractor Provided: Permits obtained by the Contractor based on the means and methods to conduct the work. Construction Permits are typically issued by the Agency to the Contractor and not to the National Park Service (NPS). Examples of typical

Contractor Provided Permits are: NPDES Construction Permit (ground disturbance), dewatering permit, permit for work in a roadway (with traffic management plan), temporary utility tap permit, etc.

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 http://www.nps.gov/dscw/definitionsdc_a.htm#awj https://www.nps.gov/dscw/definitionsdc_p.htm#permit http://www.nps.gov/dscw/definitionsdc_c.htm#cpcp https://www.nps.gov/dscw/definitionsdc_c.htm#contractor https://www.nps.gov/dscw/definitionsdc_a.htm#awj https://www.nps.gov/dscw/definitionsdc_n.htm#nps

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construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

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

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

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

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

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

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

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

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

9. Commissioning activities.

1.4 SUBMITTALS

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

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan.

5. A list of Subcontractors for this project.

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

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

Contactor and all subcontractors.

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8. Waste Management Plan.

9. Quality Control Plan.

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

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Historic Preservation Treatment Plan.

14. Dewatering Plan.

15. 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.

B. All items listed must be provided to the Contracting Officer before the Pre-Construction

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

1.5 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the

Contract Documents, Contractor shall prepare and submit an RFI utilizing the form created on the NPS/DSC SharePoint Project website.

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

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

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

1. RFI number, numbered sequentially.

2. Date.

3. RFI subject.

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

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

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

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

8. Contractor's signature.

9. Requested date for response.

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

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

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

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

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

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

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

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

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

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

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

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

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

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

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

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

g. Incomplete RFIs or inaccurately prepared RFIs.

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

3. CO's action on RFIs may result in the need for a change to the Contract Time or the

Contract Sum. All contract changes will be processed following the terms and conditions of the contract.

1.6 PROJECT WEB SITE

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

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

1. Project directory.

2. Project correspondence.

3. Meeting agendas and minutes.

4. Contract modifications forms and logs.

5. RFI form and processing.

6. Task and issue management.

7. Photo documentation.

8. Baseline schedule, schedule updates and calendar management.

9. Submittal form and processing.

10. Payment coordination documentation.

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

12. Online document collaboration.

13. Reminder and tracking functions.

14. Archiving functions.

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

16. Permits and addendums

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

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shall not be shared using the NPS/DSC SharePoint Project website and shall be coordinated with the SharePoint Project team as appropriate.

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

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

1. Internet Explorer version 7 or later.

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

1.7 PROJECT MEETINGS

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

1. Roles & Responsibilities/ Lines of Authority.

2. Park rules and regulations.

3. Jobsite Safety.

4. Resolution of comments on required Division 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

7. Modifications.

8. Payments to Contractor.

9. Schedule of Values.

10. Payroll reports.

11. Contract time.

12. Liquidated damages.

13. Contractor Performance Evaluation.

14. Display of Hotline posters.

15. Notice to proceed.

16. Correspondence procedures.

17. NPS/DSC SharePoint Project website.

18. Acceptance/rejection of work.

19. Progress meetings.

20. Submittal procedures.

21. NPS Final Accessibility Inspection.

22. Environmental requirements.

23. Permit requirements.

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

25. Saturday, Sunday, holiday and night work.

26. Reference materials.

27. Value engineering.

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

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

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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.

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 preceded or will follow, shall attend the meeting. Advise CO of scheduled meeting dates.

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

a. Contract Documents.

b.…