Attachment_1_Statement_of_Work_100__FINAL.pdf

NORTH CASCADES

NATIONAL PARK SERVICE COMPLEX

NORTH CASCADES NATIONAL PARK

ROSS LAKE NATIONAL RECREATION AREA

LAKE CHELAN NATIONAL RECREATION AREA

STEHEKIN, WASHINGTON

REQUEST FOR QUOTATIONS #P16PS00200

SWISSMONT LODGE DECK REPLACEMENT

NOCA PMIS NO. 213796

STATEMENT OF WORK

(100% FINAL)

NATIONAL PARK SERVICE

PACIFIC WEST REGION

January 2016

FY16 Rebuild Swissmont deck North Cascades NPS Complex Attachment 1: Statement of Work (100% Draft Final)

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01110 – SUMMARY OF WORK

SECTION 01323 – PROJECT SCHEDULE AND MONTHLY INSPECTIONS

SECTION 01330 – SUBMITTALS

SECTION 01360 – ACCIDENT PREVENTION

SECTION 01430 – CONTRACTOR QUALITY CONTROL

SECTION 01510 – TEMPORARY SERVICES

SECTION 01560 – BARRIERS

SECTION 01570 – TEMPORARY CONTROLS

SECTION 01600 – MATERIAL AND EQUIPMENT

SECTION 01770 – PROJECT CLOSEOUT

DIVISION 2 – SITE WORK

SECTION 02000 – SELECTIVE DEMOLITION

SECTION 02020 – SITEWORK

DIVISION 3 – CONCRETE

SECTION 03300 – CAST-IN-PLACE CONCRETE

DIVISION 5 – METALS

SECTION 05521 – STEEL RAILINGS

DIVISION 6 – WOOD AND PLASTICS

SECTION 06100 – ROUGH CARPENTRY

SECTION 07181 – PEDESTRIAN TRAFFIC COATING

SECTION 08210 – DOORS

PART 3 EXECUTION

SECTION 09900 – PAINTING AND STAINING

PART 3 EXECUTION

APPENDIX A – SITE PLAN

APPENDIX B – PHOTOS

DIVISION 1 – GENERAL REQUIREMENTS

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PMIS 213796 SUMMARY OF WORK

SECTION 01110 – SUMMARY OF WORK

PART 1 GENERAL

DESCRIPTION 1 .1

A. The work of this contract consists of existing second story deck demolition, construction of an expanded second story deck and railing system, and construction of a new shed roof over a portion of the deck. Optional work includes the construction and installation of privacy dividers and railing between rooms. Specific elements include, but are not limited to, the following:

1. Demolition and removal of the existing second story wooden deck (approximately 360 square feet), including roof supports, per drawings.

2. Removal of one exterior door and hardware; patching and refinishing original door opening to match existing interior and exterior walls (including exterior siding, interior tongue and groove pine planks, and trim); replacement of electric baseboard heater;

removal of one existing window; and installation of new door and, per drawings.

3. Replacement of eight (8) ground-level deck posts and footings, plus minor modification of and reconnection to ground level deck and rail system, per drawings.

4. Construction of new second story deck and railing system, per drawings.

5. Construction of new shed roof, per drawings.

6. Option A: Installation of outdoor privacy walls and railing between second story rooms, per drawings.

B. All work will be performed under a single contract. The following items shall be itemized for purposes of a Schedule of Values per Section 01323.

1. Demolition costs (lump sum)

2. Door relocation and associated building envelope repairs (lump sum)

3. Construction of second story deck and structural support (post and footing) system (lump sum)

4. Steel railing unit fabrication and installation ($ / lin. ft.)

5. Construction of shed roof (lump sum)

6. Mobilization, demobilization, and general conditions ($ / week)

7. Option A: Installation of outdoor privacy walls and railing (lump sum)

LOCATION 1 .2

A. The project site is located at Stehekin, Washington, at the north end of Lake Chelan. The site is remote, and there is no road access to Stehekin, though there are roads within Stehekin Valley.

Transportation is available via the Lake Chelan Boat Company (passenger ferries), float plane

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(seasonal operation), or private boat to the marina at Stehekin. Materials may be transported to the site by barges, which do not run on a fixed schedule but can be chartered for a fee. Some tools and materials may be transported on the ferries. The Swissmont Lodge is approximately 200 feet from the ferry landing, adjacent to a road suitable for hauling heavy equipment and materials.

B. The North Cascades Lodge at Stehekin, which is currently operated by NPS-concessionaire Guest Services, Inc. (GSI), will offer lodging and/or meal service at Stehekin Landing in facilities adjacent to the Swissmont Lodge for the duration of this contract period of performance to the Contractor. For price information based on specific lodging and meal needs, contact Phil Moxley, General Manager, Lodge at Stehekin (509-699-2056). Alternative private lodging options may be available in Stehekin. Maps, description, accommodations, and services may be viewed at http://www.nps.gov/noca/planyourvisit/stehekin.htm, www.lodgeatstehekin.com, www.stehekinvalley.com, and www.stehekin.com.

C. There is no general store open in Stehekin until mid-May. The Lodge restaurant is only open to the public for lunch on days that the passenger ferry is scheduled to run, unless private arrangements are made.

D. Public phone service at Stehekin is limited to a single telephone requiring credit or calling card.

Neither cellular phone service nor a temporary land-line connection is available. GSI will provide telephone and internet service onsite for Contractor’s use for business purposes only.

CONTRACTOR'S USE OF PREMISES 1 .3

A. Construction Camp: Establishment of a camp will not be permitted at the construction site.

B. The Lady Express passenger ferry winter/spring schedule typically runs Monday, Wednesday, and Friday from January through March; then Monday, Wednesday, Friday, Saturday and Sunday for the month of April. Rates and schedules can be found at www.ladyofthelake.com.

C. Contractor shall at all times conduct his or her operations to ensure the least inconvenience to the public. Kitchen units operated by the North Cascades Lodge and directly adjacent to the Swissmont are available to rent year-round.

D. Confine storage of materials, equipment, and job trailer to the work limits of the project, or within the designated staging areas shown on the site plan in Appendix A.

E. Preservation of Natural Features: Confine all operations to limits shown for the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged vegetation, at no additional expense to the Government.

1. Introduction of non-native species is prohibited. The Contractor shall thoroughly clean all equipment prior to transportation into Stehekin. The intent is to prevent propagation of non-native vegetation within the park.

2. Provide temporary barriers to protect existing vegetation and landscaping. The limits of zones for protection are subject to the specific review and approval of the National Park Service.

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

4. No excavation, grading, filling, or other construction operations not specifically identified in the construction drawings shall be performed without the review and approval of the Contracting Officer. The extents of all such operations necessary to support construction http://www.nps.gov/noca/planyourvisit/stehekin.htm http://www.lodgeatstehekin.com/ http://www.stehekin.com/ http://www.ladyofthelake.com/

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operations shall be minimized to result in minimal alteration or disturbance to features. To the extent such work is approved, it shall be carefully supervised to prevent damage beyond the extent authorized.

F. Existing Utilities: There are no known National Park Service or Chelan Public Utility District utilities in the immediate project area. However, the Contractor shall be responsible for verification:

1. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, the utility shall be promptly repaired to restore it to its prior condition at no additional expense to the Government.

2. If damage occurs to an unknown utility, the utility shall be promptly repaired to restore it to its prior condition. An equitable adjustment will be made in accordance with the Changes clause of the contract.

G. Vehicle, Equipment, and Hauling Restrictions: Comply with all load and travel path 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.

SPECIAL CONSTRUCTION REQUIREMENTS 1 .4

A. Stehekin is one of the most remote sites in the contiguous 48 states. During off season months, the passenger ferry operates only three days a week, and there are no stores open in the community.

The nearest community with significant services, Chelan, is approximately 50 miles downlake on Lake Chelan.

B. Winter weather can be severe, with several feet of snow on the ground at times. Freezing temperatures and precipitation (snow and freezing rain) are to be expected during the winter period.

C. All construction materials and debris, including all trash from any Contractor generated source, shall be completely removed from the park for reuse, recycling, or environmentally responsible disposal. No disposal of any items shall be allowed within the park.

1. To prevent unnatural attractants to wildlife, no foods, garbage, drinks, trash, or food and drink containers shall be placed outside trailers or buildings, except during actual use.

2. All trash cans that are not of the bear-resistant design shall be located inside trailers or buildings. Place all food and drink trash or garbage in trash cans.

3. Feeding of any wildlife is prohibited.

D. Work Restrictions: No on-site work shall be performed between 7:00 PM and 7:00 AM, Monday to Friday, weekends and Holidays unless otherwise approved by the Contracting Officer.

FIELD VERIFICATION 1 .5

A. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

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CONSTRUCTION MATERIALS 1 .6

A. The Contractor shall supply all materials required for the work.

PART 2 PRODUCTS NOT USED.

PART 3 EXECUTION NOT USED.

END OF SECTION

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PMIS 213796 PROJECT MEETINGS

SECTION 01310 – PROJECT MEETINGS

PART 1 GENERAL

PRECONSTRUCTION CONFERENCE 1.1

A. Before start of construction, the Contracting Officer will arrange a meeting with the Contractor.

The meeting agenda will include the following as a minimum:

1. Park rules and regulations

2. Authorized Representatives

3. Correspondence procedures

4. Labor standards provisions

5. Payroll reports

6. Modifications

7. Payments to Contractor

8. Acceptance/rejection

9. Construction progress

10. Subcontractors

11. Documents required under the contract

12. Submittal of shop drawings, project data, and approved equals

13. As-constructed drawings

14. Saturday, Sunday, holiday and night work

15. Contractor quality control

16. Liquidated damages

17. Notice to proceed

18. Construction schedule

B. Submittals required prior to Pre-Construction Conference – The following items shall be submitted a minimum of one week prior to the Pre-Construction Conference. The Contracting Officer will notify the Contractor of a tentative date for the Pre-Construction Conference.

1. Letter designating your Project Superintendent

2. Proposed Construction Progress Schedule

3. A comprehensive breakdown of the Schedule of Values, as specified in Section 01323

4. Accident Prevention Plan, as specified in Section 01360

5. A list of subcontractors for this project

6. Satisfactory evidence of liability insurance coverage and worker’s compensation for the

Contactor and all subcontractors

PROGRESS MEETINGS 1 .2

A. The Contracting Officer’s Representative will schedule regular site meetings with the Contractor at a mutually convenient time.

B. The meeting agenda will include the following as a minimum:

1. Submittal status

2. Review of off-site fabrication and delivery schedules

3. Requests for information (RFI) and other issues

4. Modifications

5. Work in progress and projected

6. Schedule update

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PMIS 213796 PROJECT MEETINGS

7. Status of Project Record Drawings

8. Type and volume of material disposed of at a landfill and type and volume of material recycled or reused (i.e., diverted from the landfill)

PART 2 PRODUCTS NOT USED.

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PMIS 213796 PROJECT SCHEDULE AND MONTHLY INSPECTIONS

SECTION 01323 – PROJECT SCHEDULE AND MONTHLY INSPECTIONS

PART 1 GENERAL

DESCRIPTION 1.1

A. Summary: The work of this section consists of project schedule requirements including preparation of a project schedule, schedule updates, schedule revisions and time impact analysis.

B. Purpose: The purpose of the project schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. The project schedule will assist the Contractor and Contracting Officer in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment.

SUBMITTALS 1 .2

A. Project Schedule: After contract award and before the Pre-Construction conference, submit an electronic copy of the proposed project schedule.

B. Project Schedule Updates: On or before the 7th day preceding the progress payment request date, submit an electronic copy of estimates of the percent completion of each schedule activity and necessary supporting data.

C. Schedule of Values

1. After contract award and before the Pre-Construction Conference, submit a Schedule of Values based on Part1.1 B of Section 01110. Break down each lump-sum contract line item into component parts of work for which progress payments may be requested. The total costs for the component parts of work shall equal the amount for that lump-sum item.

The Contracting Officer may request data to verify accuracy of dollar values.

2. Do not break down unit price items. Use only the contract amount for unit price items.

3. The total cost of all items shall equal the contract sum. The Schedule of Values will form the basis for progress payments.

4. The Schedule of Values shall be used as the basis of equitable adjustments for unforeseen conditions. At the time the Contractor presents the Schedule of Values to the Contracting Officer, the Contractor shall also present quantities corresponding to all categories in the Schedule of Values which were used as the basis of the quote. If higher quantities are required due to unforeseen conditions, any additional payment will be made at the rate established in the Schedule of Values.

PROJECT SCHEDULE 1 .3

A. Schedule Development:

1. The late finish date shown on the schedule shall be the same date as the last day of the contract period, which is anticipated to be April 29, 2016.

2. The Contractor's project schedule shall consist of procurement activities (including mobilization, submittal, and the fabrication and delivery of key and long-lead procurement items) and construction activities.

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3. In developing the project schedule, ensure that subcontractor work at all tiers, as well as the prime contractor’s work, is included and coordinated in the project schedule.

4. The project schedule as developed shall show the sequence and interdependence of activities required for complete performance of the work. Ensure all work sequences are logical and the project schedule shows a coordinated plan of the work.

5. Proposed duration assigned to each activity shall be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity.

B. Joint Review, Revision, and Acceptance:

1. Within seven calendar days of receipt of the Contractor's proposed project schedule, the Contracting Officer and Contractor shall jointly review, correct, or adjust the proposed project schedule. Any areas which, in the opinion of the Contracting Officer, conflict with timely completion of the project shall be subject to revision by the Contractor.

2. In the event the Contractor fails to define any element of work, activity, or logic, and the Contracting Officer review does not detect this omission or error, such omission or error, when discovered by the Contractor or Contracting Officer, shall be corrected by the Contractor at the next monthly project schedule update and shall not affect the contract time.

3. Within seven calendar days after the joint review between the Contractor and Contracting Officer, the Contractor shall revise and resubmit the project schedule in accordance with agreements reached during the joint review.

4. Upon acceptance of the project schedule by the Contracting Officer, the project schedule will be used to evaluate the Contractor's monthly applications for payment based upon information developed at the monthly project schedule update meeting.

PROJECT SCHEDULE UPDATES 1 .4

A. General: Update the project schedule on a monthly basis throughout the entire contract time and until project substantial completion. The status date of each schedule update shall be the 7th day preceding the progress payment request date.

B. Progress Payments: The monthly updating of the project schedule shall be an integral part of the process upon which progress payments will be made under this contract. If the Contractor fails to provide schedule updates or revisions, then a portion of his or her monthly payment may be retained until such corrections have been made.

PROJECT SCHEDULE REVISIONS 1 .5

A. Required Revisions: If, as a result of the monthly schedule update, it appears the project schedule no longer represents the actual progress of the work, the Contracting Officer will request, and the Contractor shall submit, a revision to the project schedule. The Contractor may also request reasonable revisions to the project schedule in the event the Contractor's planning for the work is revised. If the Contractor desires to make changes in the project schedule, the Contractor shall notify the Contracting Officer in writing, stating the reason for the proposed revision. Accepted revisions will be incorporated into the project schedule at the next monthly schedule update.

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B. Procedure: If revision to the project schedule is contemplated, the Contractor or Contracting Officer shall so advise the other in writing at least seven calendar days prior to the next schedule update meeting, describing the revision and setting forth the reasons therefore. Government-requested revisions to the project schedule will be presented in writing to the Contractor, who shall respond in writing within seven calendar days.

TIME IMPACT ANALYSIS FOR CONTRACT MODIFICATIONS, CHANGES, DELAYS, 1 .6

AND CONTRACTOR REQUESTS

A. Requirements: When contract modifications or changes are initiated, delays are experienced, or the Contractor desires to revise the project schedule, the Contractor shall submit to the Contracting Officer a written time impact analysis illustrating the influence of each modification, change, delay, or Contractor request on the contract time.

B. Time Extensions: Activity delays shall not automatically mean that an extension of the contract time is warranted or due the Contractor. It is possible that a modification, change, or delay will not affect existing critical path activities or cause non-critical activities to become critical. A modification, change, or delay may result in only absorbing a part of the available total float that may exist within an activity chain of the project schedule, thereby not causing any effect on the contract time. Time extensions will be granted in accordance with the terms of the contract.

C. Float: Float is not for the exclusive use or benefit of either the Government or the Contractor.

Extension of the contract time will be granted only to the extent the equitable time adjustments to the activity or activities affected by the modification, change, or delay exceeds the total (positive or zero) float available on a particular activity. All onsite activity must be fully completed by May 5, 2016. No time extensions will be granted beyond this date.

D. Procedure: Each time impact analysis shall be submitted within the time period stated in a request for proposal, or the time period designated under the clauses entitled Changes or Default. In cases where the Contractor does not submit a written request for extension of time and a time impact analysis within the designated time, it is mutually agreed that the particular modification, change, delay, or Contractor request does not require an extension of the contract time. Upon acceptance, the time impact analysis shall be incorporated into the project schedule at the next monthly schedule update.

MONTHLY INSPECTIONS 1 .7

A. Project record drawings as specified in Section 01770.

PART 2 PRODUCTS NOT USED.

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PMIS 213796 SUBMITTALS

SECTION 01330 – SUBMITTALS

PART 1 GENERAL

DESCRIPTION 1 .1

A. The work of this section consists of submittal requirements before and during construction.

RELATED REQUIREMENTS 1 .2

A. Closeout submittals as specified in Section 01770.

SUBMITTAL AND APPROVAL PROCEDURES 1 .3

A. All material submittals shall be transmitted using National Park Service form CM-16, dated 4/00.

(A copy of the form is included at the end of Section 01330. An editable Word version will be provided after contract award.) No action will be taken on a material submittal item unless accompanied by the transmittal form.

B. A submittal list has been attached to the end of this specification section for your convenience.

The intent is to provide an overall summary of submittal requirements and not a comprehensive list. The terms and conditions of the contract still require the Contractor to satisfy the requirements of the individual specification sections regardless of what is shown on the submittal list.

C. Forward submittals to the Contracting Officer at least 15 days, or as specified in the individual sections, before need for approval.

1. Shop Drawings: Include the following information with each copy of shop drawings:

a. Date.

b. Date of revisions (when applicable).

c. Contractor's certification that shop drawing has been checked for compliance with contract documents.

d. Details of fabrication, assembly and erection including connections and engagement to contiguous work.

e. Materials used.

f. All required dimensions.

g. The term "by others" shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.

2. Samples: Samples shall be large enough to illustrate clearly the functional characteristics and full range of color, texture, or pattern.

3. Manufacturers' Catalog Sheets: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

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4. Manufacturer's Installation Instructions: When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for the Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

D. If the Contractor intends on supplying materials that differ from the salient characteristics specified in the individual sections, then a submittal will be required. The Contracting Officer reserves the right to approve or disapprove of such differing materials or products.

E. Approved Equals:

1. For each item proposed as an "approved equal," submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

2. A request for approval constitutes a representation that the Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred as a result of the substitution.

3. Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material, including materials with recycled content, United States Department of Agriculture BioPreferred or biobased products, and products or materials identified by the Environmental Protection Agency’s Comprehensive Procurement Guideline program. Every effort will be made by the National Park Service to approve these materials.

F. Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.

G. Documents required in Division I are to be delivered under a separate cover letter. Do not use the CM-16 Transmittal form for these documents.

H. Submittal Numbering:

1. Number each submittal consecutively.

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2. For re-submittals use the original submittal number, plus a letter suffix beginning with A.

3. Additional re-submittals of the same item shall contain the original number with the next consecutive letter.

I. Contracting Officer's Review:

1. Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out;

submittals are not coordinated; or submittals do not show evidence of Contractor's approval.

2. Any work done or orders for materials or services placed before approval shall be at the Contractor's own risk.

3. After reviewing submittals, the Contracting Officer will return one copy of form CM-16 and one copy of applicable (marked up) submittal sheets to the Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

4. The returned submittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

PART 2 PRODUCTS NOT USED.

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SUBMITTAL

REQUIREMENTS

(indicate with an “X”)

Sp ec ifi ca tio n

Se ct io n

N o.

Pa ra gr ap h N o.

Description of Item

C er tif ic at io n or

La b Te st

R ep or t, P la n, o r St at em en t

Sa m pl e

Sh op

D ra w in gs

M an uf ac tu rin g D at a

In st ru ct io ns

01310 1.1B Designation of project superintendent X 01310 1.1B List of subcontractors X 01310 1.1B Written statement from subcontractors certifying compliance w/ applicable labor standard clauses

X

01310 1.1B Evidence of liability insurance coverage and workman’s compensation

X

01323 1.2A Progress schedule X 01323 1.2B Progress schedule updates X 01323 1.2C Progress schedule revisions & TIA X 01323 1.2D Schedule of values X 01360 1.2A Accident prevention plan X 01360 1.2B Safety meetings and inspections X 01430 1.3A Quality control plan X 01430 1.3B Quality control daily reports X 01430 1.3C Test reports X X 01430 1.3D Off-site inspection reports X X 01770 3.3A Project record drawings X 03300 1.3A Product data X 05521 1.2A Steel rail shop drawings X 05521 1.2B Composite color samples X 07181 1.2A Product data X 07181 1.2B Applicator Qualifications X

SUBMITTAL

REQUIREMENTS

(indicate with an “X”)

TRANSMITTAL - NATIONAL PARK SERVICE

Transmittal No.:

Sheet: 1 of:

Park: NOCA

Project: Swissmont Lodge Deck Replacement

Contract No.:

PMIS No.: 213796

Date:

Contractor:

Subcontractor/Supplier:

NPS ACTION

Specification Section No.

(Size, Type, Name, Manufacturer, Use, Etc.)

Contractor Signature

Recommended by

Title, Date

Title

Date

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Review Comments

Action By

Date

Contracting Officer’s Representative

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the Government is not responsible for errors or omission.

SUBMITTAL LOG DATES: From contractor [__________], To reviewer [__________], From reviewer [__________], To Contractor [__________] Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim CM-16Rev. 4/00

TRANSMITTAL CONTINUATION - NATIONAL PARK SERVICE Transmittal No.:

Sheet: 1 of:

Park: NOCA

Project: Swissmont Lodge Deck Replacement

Contract No.:

PMIS No.:

213796

Date:

Contractor:

Subcontractor/Supplier:

NPS ACTION

Specification Section No.

(Size, Type, Name, Manufacturer, Use, Etc.)

Review Comments

CM-16 Rev. 06/06

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PMIS 213796 ACCIDENT PREVENTION

SECTION 01360 – ACCIDENT PREVENTION

PART 1 GENERAL

DESCRIPTION 1.1

A. The work of this section consists of establishing an effective Accident Prevention Program and providing a safe environment for all personnel and visitors.

SUBMITTALS 1 .2

A. Accident Prevention Plan: After contract award and before the Pre-Construction Conference, submit for approval an Accident Prevention Plan. The Contracting Officer will review the proposed plan for compliance with OSHA and project requirements. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days. No progress payments will be made until the plan is approved. The plan shall include:

1. Name of responsible supervisor to carry out the plan.

2. Weekly safety meetings.

3. First aid procedures.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

5. Training, both initial and continuing.

6. Planning for possible emergency situations, such as floods, fires, explosions, power outages, and wind storms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property. The following information is used by NPS personnel for emergency response in Stehekin:

a. Maintenance Supervisor Maria Cook: 360-854-7365 x15 (phone), 251 (radio call #)

b. District Ranger currently vacant – check with onsite personnel for current contact

7. Housekeeping: Section 01570.

8. Fire Protection: Section 01510.

B. Submit a report of safety meetings and of inspections.

QUALITY ASSURANCE 1 .3

A. Comply with contract clauses entitled "Accident Prevention" and "Permits and Responsibilities".

In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees:

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1. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

2. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

3. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment. Provide operating instructions for all equipment.

Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

ACCIDENT REPORTING 1 .4

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires.

Notify Contracting Officer immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to Contracting Officer an Accident/Property Damage Report (Form CM-22). Form may be obtained from the Contracting Officer.

B. All Other Accidents: The Contractor shall report all other accidents to the Contracting Officer as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.

PART 2 PRODUCTS

FIRST AID FACILITIES 2 .1

A. Provide adequate facilities for the number of employees and the type of construction at the site.

PERSONNEL PROTECTIVE EQUIPMENT 2 .2

A. Meet requirements of NIOSH and MSHA.

BARRIERS 2 .3

A. Section 01560.

PART 3 EXECUTION

EMERGENCY INSTRUCTIONS 3 .1

A. Post emergency response and paramedic instructions in conspicuous locations at the work site.

FIRE AND LIFE SAFETY 3 .2

A. Provide and maintain the fire and life safety requirements in NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

PROTECTIVE EQUIPMENT 3 .3

A. Inspect personal protective equipment daily and maintain in a serviceable condition. Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

NOCA 01360-21

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

SAFETY MEETINGS 3 .4

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

HARD HATS AND PROTECTIVE EQUIPMENT AREAS 3 .5

A. A hard hat area will be designated by the Contracting Officer. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times.

TRAINING 3 .6

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

NOCA 01430-22

PMIS 213796 CONTRACTOR QUALITY CONTROL

SECTION 01430 – CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

DESCRIPTION 1 .1

A. The work of this section consists of preparing and executing a Quality Control program.

QUALITY ASSURANCE 1 .2

A. General:

1. The quality of all work shall be the responsibility of the Contractor. Testing shall be the responsibility of an independent testing laboratory.

2. Inspect and test all work as needed to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings.

3. Utilize the attached Accessibility Inspection form to document compliance with the Americans with Disabilities Act Accessibility Guidelines (ADAAG). Inspect at various stages of construction as needed to insure the finished product meets the guidelines. Fill out the applicable sections of the Accessibility Inspection Report. Submit to the COR.

4. Test reports shall be completed by person performing the test.

5. The Contracting Officer may designate locations of tests.

B. Quality Control Staff:

1. Contractor's Quality Control Supervisor may also perform Project Superintendent duties.

2. The Contractor's designated Quality Control Supervisor shall be on the project site whenever contract work is in progress.

3. The Contractor's job supervisory staff may be used to assist the Quality Control Supervisor supplemented, as necessary, by additional certified testing technicians.

PART 2 PRODUCTS NOT USED.

PART 3 EXECUTION

DOCUMENTATION 3 .1

A. Maintain Daily Test Report Information Sheets, and Accessibility Inspection Reports (attached at end of Section 01430) of quality control activities and tests.

ENFORCEMENT 3 .2

A. The Contractor shall stop work on any item or feature pending satisfactory correction of any deficiency noted by the quality control staff or the Contracting Officer.

DAILY TEST REPORT INFORMATION SHEET

CONTRACT NO._________________________ REPORT NO. ___________ SHEET _____ OF _________

1. Individual Making Inspection or Test:

2. Testing Laboratory; Name: Phone #:

Address

3. Description of Work and Test Method:

4. Location of Samples and Tests or Inspections:

5. Specification Section:

6. Inspection or Test Data:

7. Test Results and Interpretations of Test Results:

8. Comments or Professional Opinion About Compliance of Inspected Work or Tested Work with contract Document Requirements:

9. Recommendations:

10. Corrective Actions Taken

CERTIFICATION:

I certify that the above testing report is complete and correct and that all testing performed this day for this contract is in strict compliance with the plans and specifications except as noted above.

Signature of Inspector

ACCESSIBILITY INSPECTION REPORT

CONTRACT NO._________________________ REPORT NO. ____________ SHEET _____ OF _________

1. Individual Making Inspection:

2. Location of Inspections:

3. Walking surfaces and Accessible Route: The accessible route is defined as the pedestrian route from the accessible parking and passenger loading zones to all accessible facilities and features.

1. _____ Ground surfaces are stable, firm, and slip resistant as defined by ADAABAAG Advisory 302.1

2. _____ Running slope of all walking surfaces on the accessible route is less than 1:20. Measured at 2-foot intervals.

3. _____ Cross slope of walking surfaces is less than 1:48. Measured at 2-foot intervals.

4. _____ Clear widths of walking surfaces are 36 inches minimum.

5. _____ Openings in floor or ground surfaces are 1/2 inch or less.

6. _____ Elongated openings are perpendicular to direction of travel.

7. _____ Changes in level are 1/2 inch or less with 1/4 inch maximum vertical change.

8. _____ Grates on accessible route meet all above requirements.

Inspection Results:

Corrective Actions Needed/Taken:

4. Ramps: Ramps are defined as walking surfaces on the accessible route that are steeper than 1:20 but less than 1:12.

1. _____ Running slope is less than 1:12 Measured at 2-foot intervals.

2. _____ Cross slope is less than 1:48 Measured at 2-foot intervals.

3. _____ Clear width is 36 inches minimum, clear width between handrails is 36 inches minimum.

4. _____ Rise for any ramp run is 30 inches maximum.

5. _____ Ramps have landings at the top and the bottom of each ramp run.

6. _____ Landing clear length is 60 inches minimum.

7. _____ Ramps with a rise greater than 6 inches have handrails.

5. Handrails:

1. _____ Top of handrail is 34 inches minimum and 38 inches maximum vertically above walking surfaces.

2. _____ Handrails extend 12 inches minimum beyond the top and bottom of ramp runs.

CERTIFICATION:

I certify that the above inspection report is complete and correct and that all inspections performed this day for this contract are in strict compliance with the plans and specifications except as noted above.

Signature of Inspector

NOCA 01510-25

PMIS 213796 TEMPORARY SERVICES

SECTION 01510 – TEMPORARY SERVICES

PART 1 GENERAL

DESCRIPTION 1.1

A. The work of this section consists of providing temporary services required for Contractor's performance of the work of this contract.

RELATED REQUREMENTS 1 .2

A. Temporary Controls – Section 01570.

PART 2 PRODUCTS

GENERAL 2 .1

A. Temporary materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards.

OWNER PROVIDED SERVICES 2 .2

A. The following NPS facilities are available for use by the Contractor. Coordinate with the Contracting Officer before making any connections.

1. All lodging units in the building will be made available to store materials and tools, and to access power (water will be shut off to the building). Contractor shall provide and install coverings to protect carpet,flooring, and furnishings inside lodging unit. Phil Moxley, General Manager, will provide one set of building keys for the duration of the project.

2. Water within 100 feet of work site. Contractor must provide necessary fittings, including hydrant wrench, to transfer water from hydrants. See Appendix A Site Plan.

3. Public restrooms within 100 feet of work site, located at Restaurant or within lodging facilities. Additional public restrooms approximately 300 feet from work site are available at the Golden West Visitor Center. See Appendix A Site Plan.

FIRE PROTECTION EQUIPMENT 2 .3

A. Extinguisher shall have a minimum UL rating of 2-A:10-B:C.

PART 3 EXECUTION

ELECTRICITY AND LIGHTING 3 .1

A. A generator is anticipated to be necessary for providing supplemental power to the project site.

Hours of generator operation are restricted from 8 am to 5 pm.

B. Temporary service at the work site obtained from the Chelan County Public Utility District is not expected to be feasible. If a temporary service connection is made, the Contractor is advised that power in Stehekin is provided by a combination of hydro turbines and local generator, and is not as reliable as in other parts of Chelan County. The project site is located at the end of the electrical distribution grid.

NOCA 01510-26

C. Temporary Electrical: Temporary electrical work shall meet requirements of NFPA 70 (NEC), Article 305.

D. When temporary connections are removed, restore existing utility services to their original condition.

TELEPHONE AND INTERNET 3 .2

A. Guest Services, Inc. (NPS Concessionaire) will provide telephone and internet service on site for Contractor's use for business purposes only. Cellular phones do not work in the area. One pay phone, which requires a credit or calling card, is available in Stehekin (see Appendix A Site Plan for location). Residents commonly use private satellite internet and telephone service for communication.

WATER 3 .3

A. Make connections to existing National Park Service facilities for potable water following coordination with Contracting Officer. The Government will pay costs for water used.

B. The Contractor shall provide cool, potable water for construction personnel in locations convenient to work stations.

FIRE PREVENTION AND PROTECTION 3 .4

A. Responsible Person: A capable and qualified person shall be placed in charge of fire protection.

The responsibilities shall include locating and maintaining fire protective equipment and establishing and maintaining safe torch cutting and welding procedures.

B. Hazard Control: Take all necessary precautions to prevent fire during construction. All storage of flammable or combustible liquids shall be in accordance with all applicable regulations and shall be subject to review and approval of the Contracting Officer. Provide adequate ventilation during use of volatile or noxious substances.

C. Spark Arresters:

1. Written determinations of periods and areas of potential fire hazard will be issued by Contracting Officer.

2. Equip all gasoline or diesel powered equipment used during periods of potential fire hazards or in potential forest and grass fire locations with spark arresters approved by the U. S. Forest Service.

D. Service and Refueling Areas: Locate areas a minimum of 50 feet from buildings or open water.

Shut down equipment before refueling. All handling of fuels and other products in these areas shall be in accordance with all applicable regulations and shall be subject to review and approval of the Contracting Officer.

E. Smoking: Smoking within buildings or temporary storage sheds is prohibited.

F. Welding: Cutting by torch or welding shall be performed only when adequate fire protection is provided.

PROTECTION EQUIPMENT REQUIRED 3 .5

NOCA 01510-27

A. Facilities: Furnish and maintain a minimum of three extinguishers for the project, approximately equally spaced throughout the work area. Travel distance from any work station to the nearest extinguisher shall not exceed 75 feet.

B. Vehicles and Equipment: Provide one extinguisher on each vehicle or piece of equipment.

C. Service and Refueling Areas: Provide an extinguisher in an accessible location. Provide a spill kit suitable for containment of any spilled materials.

NOCA 01560-28

PMIS 213796 BARRIERS

SECTION 01560 – BARRIERS

PART 1 GENERAL

DESCRIPTION 1 .1

A. The work of this section consists of furnishing, installing, and maintaining barriers to protect existing facilities and the public from construction operations.

PART 2 PRODUCTS

GENERAL 2 .1

A. Material may be new or used, but shall be suitable for intended purpose. Fences and barriers shall be structurally adequate and neat in appearance.

FENCING 2 .2

A. Safety Barrier Fence: Orange plastic fence, minimum height, 4 feet.

BARRICADES AND SIGNS 2 .3

A. Manual on Uniform Traffic Control Devices (MUTCD), Part VI, 1988 edition.

BARRIER TAPE 2 .4

A. Banner Guard, imprinted with "CAUTION: CONSTRUCTION AREA".

PART 3 EXECUTION

PROTECTION OF PUBLIC 3 .1

A. Fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry.

B. Erect and maintain barricades, lights, danger signals, and warning signs in accordance with

MUTCD-1988.

C. Cover pipes, hoses, and power lines crossing sidewalks, walkways, or roads with troughs using beveled edge boards or steel plates.

BARRIER TAPE 3 .2

A. Install where directed by Contracting Officer. Keep a minimum of one roll on site at all times.

Perform barrier tape installation with supports at sufficient spacing to prevent barrier tape from being broken and transported by wind as windborne debris. Barrier tape showing evidence of distress and the potential to become windborne debris shall be removed and replaced.

REMOVAL 3 .3

A. Completely remove barriers no longer needed when approved by Contracting Officer.

NOCA 01570-29

PMIS 213796 TEMPORARY CONTROLS

SECTION 01570 – TEMPORARY CONTROLS

PART 1 GENERAL

DESCRIPTION 1 .1

A. The work of this section consists of providing temporary controls.

PART 2 PRODUCTS NOT USED.

PART 3 EXECUTION

HOUSEKEEPING 3 .1

A. Keep project neat, orderly, and in a safe condition at all times.

B. Provide enough containers for collecting construction debris and construction materials to be properly disposed of or recycled. Track the types and volumes of material both landfill-disposed and recycled for reporting at weekly progress meetings per Section 01310. Materials that may become windborne shall be covered, with the covering secured to prevent transportation of the cover or covered material by wind action.

C. Provide individually marked containers for recycling personal items, such as aluminum cans, newspapers, glass, plastic, or corrugated cardboard. These items shall be removed from Stehekin by the Contractor for recycling downlake.

D. Outdoor storage and staging of materials is available adjacent to the building on a grassy area.

Any damage to grass resulting from material storage or access shall be restored upon project completion.

DISPOSAL 3 .2

A. Unless otherwise specified, all non-native removed material becomes the property of the Contractor and shall be disposed of outside the park.

B. Immediately remove hazardous rubbish from project site. Place other construction debris in refuse containers at least daily. Do not burn or bury refuse inside the park.

AIR AND WATER POLLUTION CONTROL 3 .3

A. Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction.

NOCA 01600-30

PMIS 213796 MATERIAL AND EQUIPMENT

SECTION 01600 – MATERIAL AND EQUIPMENT

PART 1 GENERAL

DESCRIPTION 1 .1

A. The work of this section consists of the general procedures for handling, storing, and protecting material and equipment.

TRANSPORTATION AND HANDLING 1 .2

A. Arrange deliveries of materials in accordance with construction schedules; coordinate to avoid conflict with work and conditions at the site. Deliver materials in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible.

Contractor is encouraged to obtain materials in biodegradable or recyclable/reusable packaging which uses the minimum amount of packaging possible.

STORAGE AND PROTECTION 1 .3

A. See Appendix A Site Plan depicting the primary long-term staging area as well as seasonal and short-term staging areas, which may be used for storage of material and equipment.

B. Store materials in accordance with manufacturer's instructions, with seals and labels accessible for inspection.

C. Interior Storage: Maintain temperature and humidity within the ranges required by manufacturer's instructions.

D. Exterior Storage:

1. Store products subject to damage by the elements in weather tight enclosures.

2. Store fabricated products above the ground, on blocking or skids; prevent soiling or staining. Cover products subject to damage or deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation.

E. Protection after Installation: Provide adequate coverings as necessary to protect installed materials from damage resulting from natural elements, traffic, and subsequent construction. Remove when no longer needed.

PART 2 PRODUCTS NOT USED.

NOCA 01770-31

PMIS 213796 PROJECT CLOSEOUT

SECTION 01770 – PROJECT CLOSEOUT

PART 1 GENERAL

DESCRIPTION 1 .1

A. The work of this section consists of final cleanup, closeout submittals, and final inspection procedures.

PART 2 PRODUCTS

CLEANING MATERIALS 2 .1

A. As recommended by the manufacturer of surface to be cleaned.

PART 3 EXECUTION

CLEANING 3 .1

A. Before scheduling the final inspection, remove all tools, equipment, surplus materials, and rubbish.