Attachment 1 - Specifications.pdf

PIPESTONE NATIONAL MONUMENT

PIPESTONE, MN

VISITOR CENTER INTERIOR REMODEL

COMFORT STATION AND OFFICES

AND

WASTEWATER ABANDONMENT

PMIS 237288

DWG NO. 173885

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

4/21/2021

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 11 00 – Summary of Work Section 01 27 00 – Definition of Bid Items Section 01 31 00 – Project Meetings Section 01 32 20 – Schedules and Monthly Inspections Section 01 33 00 – Submittal Form CM-16 Section 01 33 00 – Submittals Section 01 35 00 – Archeological Protection Section 01 36 00 – Accident Prevention Section 01 43 00 – Contractor Quality Control Section 01 51 00 – Temporary Services Section 01 56 00 – Barriers Section 01 60 00 – Materials and Equipment Section 01 77 00 – Project Closeout Section 01 78 50 – Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS / SITE WORK

Section 02 22 40 – Selective Demolition Section 02 31 00 – Site Excavation and Grading Section 02 32 00 – Utility Trenching and Backfill Section 02 91 10 – Topsoil Section 02 92 10 – Seeding, Fertilizer, and Mulch

DIVISION 03 – CONCRETE

Section 03 30 00 – Cast-In-Place Concrete

DIVISION 05 – METALS

Section 05 75 00 – Decorative Metal Panels

DIVISION 04 – MASONRY

Section 04 20 00 – Unit Masonry

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 21 00 – Thermal Insulation Section 07 42 13.19 – Insulated Metal Window Panels Section 07 62 00 – Sheet Metal Flashing and Trim Section 07 84 13 – Penetration Fire Stopping Section 07 84 43 – Joint Firestopping Section 07 92 00 – Joint Sealants

DIVISION 08 – OPENINGS

Section 08 11 13 – Hollow Metal Doors and Frames Section 08 52 00 – Aluminum Clad Wood Windows Section 08 71 00 – Door Hardware Section 08 80 00 – Glazing Section 08 91 19 – Fixed Louvers

DIVISION 09 – FINISHES

Section 09 22 16 – Non-Structural Metal Framing Section 09 29 00 – Gypsum Board Section 09 51 23 – Acoustical Tile Ceilings Section 09 65 13 – Resilient Base and Accessories Section 09 68 13 – Tile Carpeting Section 09 91 23 – Interior Painting

DIVISION 10 – SPECIALTIES

Section 10 21 13 – Toilet Compartments Section 10 28 00 – Toilet Accessories

DIVISION 12 – FURNISHINGS

Section 12 36 61.16 – Solid Surface Countertops and Sinks

DIVISION 22 – PLUMBING

Section 22 05 17 – Sleeves and Sleeve Seals for Plumbing Piping Section 22 05 18 – Escutcheons for Plumbing Piping Section 22 05 19 – Meters and Gages for Plumbing Piping Section 22 05 23.12 – Ball Valves for Plumbing Piping Section 22 05 29 – Hangers and Supports for Plumbing Piping and Equipment Section 22 05 53 – Identification for Plumbing Piping and Equipment Section 22 07 19 – Plumbing Piping Insulation Section 22 11 16 – Domestic Water Piping Section 22 11 19 – Domestic Water Piping Specialties Section 22 13 16 – Sanitary Waste Vent Piping Section 22 33 00 – Electric, Domestic-Water Heaters

DIVISION 23 – HVAC

Section 23 05 53 – Identification for HVAC Piping and Equipment Section 23 05 93 – Testing, Adjusting, and Balancing for HVAC Section 23 07 13 – Duct Insulation Section 23 31 13 – Metal Ducts Section 23 33 00 – Air Duct Accessories Section 23 34 23 – HVAC Power Ventilators Section 23 37 13.13 – Air Diffusers Section 23 37 13.23 – Registers and Grilles Section 23 82 39.19 – Wall and Ceiling Unit Heaters

DIVISION 26 – ELECTRICAL

Section 26 05 19 – Low-Voltage Electrical Power Conductors and Cables Section 26 05 33 – Raceways and Boxes for Electrical Systems Section 26 09 23 – Lighting Control Devices Section 26 27 26 – Wiring Devices Section 26 51 19 – LED Interior Lighting Section 26 52 13 – Emergency and Exit Lighting

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 13 13 – Concrete Paving

DRAWINGS/PHOTOGRAPHS

• Appendix A – Wastewater Abandonment Site Plan

• Appendix B – Visitor Center Existing Photos

• Appendix C – NPS Cabling Standard v1.2

Visitor Center Remodel construction drawings provided in separate document.

PIPE PMIS 237288 011100 SUMMARY OF WORK

DIVISON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1 .1 DESCRIPTION

A. Waste-Water Abandonment: The work under this portion of the contract consists of the abandoning a large portion of the gravity sewer system within Pipestone National Monument.

Abandonment of the sewer main will eliminate ground water infiltration into the Pipestone National Monument sewer system and eventually the City of Pipestone sewer system. Eight existing sewer manholes and all of the gravity sewer mains between the manholes shall be abandoned in-place. Also, one water manhole shall be abandoned in-place near the existing comfort station. Abandonment shall include jack hammering through the manhole bases to allow drainage, taking the rims/lids/manhole chimneys off the manholes, concrete grouting shut the inlet and outlet existing sewer pipes, filling the manhole void spaces with selective backfill, regrading around the abandoned manholes and seeding. A sewer plug will be placed on the abandoned sewer main flowing into the existing lift station as the final abandonment of this large section of sewer system. Also, demolition of the existing comfort station at the Park, in its entirety, is included under this portion of the project.

1. Phased Construction: The work under Waste-Water abandonment must be completed after the Visitor Center Remodel portion of this contract is substantially “move in ready” complete.

2. Sensitive Work Areas: Work on the gravity sewer abandonment portion of this project will require the contractor to use extra caution in Park established sensitive plant species areas. The contractor shall use existing sewer pipe-line corridors for access to the existing manholes. Only rubber-tired equipment shall be used for excavation and hauling equipment to the manholes. An equipment list and access plan shall be required as part of the submittal process and must be approved by the Park COR.

B. Visitor Center Remodel: The Natural Resources Division Team is in Building 3 and will be relocated to the north wing of the Visitors Center after interior renovation. The picnic area comfort station will be decommissioned, and an ADA compliant comfort station will be added to the former maintenance bay of the Visitor Center. The work for this project consists of remodeling the north wing of the Visitor Center, previously the maintenance and garage bays into: An ADA compliant comfort station with exterior access; A one-car garage bay; Two private offices with a multi-purpose space and an enclosed mechanical room.

C. All work will be performed under a single contract.

D. Period of performance: Work shall be completed within approximately 140 calendar days of contract award. 40 days for shop drawings and material delivery, 70 days on site to substantial completion, 30 days for final completion.

1 .2 LOCATION

A. The site is located within Pipestone National Monument located at Pipestone, MN. For logistics questions please coordinate with the Contracting Officer's Representative (COR) who will be appointed at the time of award..

B. Contact: Appointed COR.

C. Construction Camp: Establishment of a camp will be permitted near the Park at a neighboring campground. Keep camp neat and clean and completely obliterate at completion of work.

D. Maintain access for National Park Service visitors, administrative and other official business throughout the construction phase.

E. Contractor shall at all times conduct his operations to ensure the least inconvenience to the Park.

F. Confine storage of materials to the construction area or as designated by the Facility Manager.

G. Preservation of Natural Features: Confine all operations to work limits of the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

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

2. 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.

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

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

H. Existing Utilities: Notify Contracting Officer and Facility Manager of proposed locations and times for excavation.

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

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

3. Interruption of Existing Utility Service: No interruption will be allowed unless required to test installed equipment. All service interruptions will be scheduled and approved more than 5 days in advance by the Contracting Officer.

I. Hauling Restrictions: Contact the Facility Manager

J. Equipment: All equipment will be supplied by the contractor.

1 .3 SPECIAL CONSTRUCTION REQUIREMENTS

A. Work hours shall be limited to 7:00 a.m. to 5:00 p.m., 5 days a week. No work will be allowed on holidays.

1.4 FIELD VERIFICATION

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

1 .4 CONSTRUCTION MATERIALS

A. All materials shall be Contractor furnished from outside the park.

1 .5 SALVAGED MATERIALS

A. Other than as specified in other sections, all materials removed shall be the property of the Contractor and shall be required to be removed and properly disposed of outside the park in an approved landfill.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

PART 4 MEASUREMENT AND PAYMENT

4 .1 SUMMARY OF WORK

A. Payment will be included in the bid item to which this work relates.

END OF SECTION

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DEFINITION OF BID ITEMS

SECTION 01 27 00

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

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

1 .2 BID ITEM (Schedule A) –Mobilization and Demobilization

A. This bid item consists of the lump sum cost of mobilizing of all materials and equipment to the construction site and demobilizing off of the site after construction is completed.

1 .3 BID ITEM (Schedule A) – Manhole Demolition and Sewer Main Abandonment

A. This bid item consists of the lump sum cost for eight (8) manholes abandoned in-place and all the existing sewer main between these manholes abandoned in-place. Also, one(1) water manhole shall be abandoned in-place near the existing comfort station.

Abandonment shall include jack hammering through the manhole bases to allow drainage, taking the rims/lids/manhole chimneys off the manholes, concrete grouting shut the inlet and outlet existing sewer pipes, filling the manhole void spaces with selective backfill, minimal regrading around the abandoned manholes and seeding per Park specifications.

A sewer plug shall be placed on the abandoned sewer main flowing into the existing lift station as the final abandonment of this large section of sewer system as part of this bid item. All demoed manhole rims, lids and chimney stacks to be removed from the Park and disposed of in an approved landfill.

1 .4 BID ITEM (Schedule A) – Demolition of Existing Comfort Station

A. This bid item consists of the lump sum cost of demolition of the existing comfort station at the Park, in its entirety. All demoed materials from this comfort station to be hauled offsite and disposed of in an approved landfill.

1 .5 BID ITEM (Schedule B) – Visitor Center Remodel

A. This bid item consists of the lump sum cost of demolition and remodeling of the Visitor Center North maintenance wing to convert garage bays into two (2) offices, a multipurpose room, one (1) garage bay, and an exterior-access comfort station. The exterior demolition includes the removal of all garage doors and cutting two new masonry door openings where windows will be removed. Interior demolition will include all finishes and fixtures, and a partial demolition of the interior concrete slab to lower the finish floor level of the comfort station. Remodel on the exterior includes the salvage and reinstallation of one (1) garage door, in-filling existing garage door openings with storefront systems, installing two (2) new doors to the comfort station, and replacing exterior wood windows. Interior remodel will insulate exterior walls, metal stud partitions, new interior doors, floor and ceiling finishes, plumbing fixtures, and toilet accessories. New mechanical, electrical, plumbing, and fire alarms for the remodeled spaces, and IT pulls and connections to specified equipment.

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PART 2 PRODUCTS (NOT USED).

PART 3 EXECUTION (NOT USED).

PART 4 MEASUREMENT AND PAYMENT (NOT USED).

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PROJECT MEETINGS

SECTION 01 31 00

PROJECT MEETINGS

PART 1 GENERAL

1 .1 PRECONSTRUCTION CONFERENCE

A. Before start of construction, Contracting Officer will arrange for a conference call meeting with 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 meetings

10. Subcontractors

11. Documents required under the contract

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

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

14. Work Hours

15. Reference materials

16. Contractor quality control

17. Notice to proceed

18. Tentative construction schedule

19. Recycling Program

1 .2 PROGRESS MEETINGS

A. The Contracting Officer will schedule “as required” meetings with the Contractor and subcontractors.

B. Subcontractors will not be allowed to work until they have attended a meeting.

C. Additional meetings will be held as needed or for new subcontractors.

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

1. Approval of minutes of previous meetings

2. Review of work progress

3. Field observations, problems, and decisions

4. Identification of problems which impede planned progress

5. Review of Contractor’s Quality Control Program and activities

6. Review of submittals schedule and status of submittals

7. Review of off-site fabrication and delivery schedules

8. Status of project record drawings

9. Status of operation and maintenance data manuals

10. Maintenance of progress schedule

11. Corrective measures to regain projected schedules

12. Planned progress during succeeding work period

13. Coordination of projected progress

14. Maintenance of quality and work standards

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PROJECT MEETINGS

15. Effect of proposed changes on progress schedule and coordination

16. Other business relating to work

PART 2 PRODUCTS (NOT USED).

PART 3 EXECUTION (NOT USED).

PART 4 MEASUREMENT AND PAYMENT

4 .1 PROJECT MEETINGS

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SCHEDULES AND MONTHLY INSPECTIONS

SECTION 01 32 20

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

1 .2 SCHEDULES

A. As specified in Section 01 33 00 “Submittals.”

B. As soon as possible after Notice of Award and before beginning any work, submit Progress Schedule and Schedule of Values as a package. Contracting Officer will review the Progress Schedule and the Schedule of Values for format and content.

1. Progress Schedule: Submit four copies of the Progress Schedule. The schedule shall correspond to each specification section and shall identify the critical path of the project. No progress payments will be made until acceptable progress schedule is provided.

2. Schedule of Values:

a. Submit a schedule of dollar values based on the Contract Bid Schedule.

Include bond costs, mobilization, general condition costs, overhead, and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item, as described below. Do not include bond premiums, general condition costs, overhead, or profit as separate items;

however, payment for bond premiums can be made based upon evidence of payment to the surety. Bond premiums may be shown as a separate item.

b. Break down each lump-sum bid 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 bid amount for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values.

c. Do not break down unit price bid items. Use only the bid amount for unit price items.

d. The total cost of all items shall equal the contract sum. The Schedule of Values will form the basis for progress payments as provided for in the terms of the contract.

1 .3 MONTHLY INSPECTIONS

A. Project record drawings as specified in Section 01 77 00 “Project Closeout.”

B. Operation and maintenance data binders as specified in Section 01 78 50 “Operation and Maintenance Data.”

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PART 2 PRODUCTS (NOT USED).

PART 3 EXECUTION

3 .1 SEQUANCE OF CONSTRUCTION

A. New office space and comfort stations in the Visitor Center must be complete and occupied before demo of the sanitary sewer can commence.

4 .1 SCHEDULES AND MONTHLY INSPECTIONS

Project:

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Date To Contractor: r03/10Date Received: Distribution: 1 copy each: CMR Interim, A/E, DSC, Contr.

Title: Date:

Title: Date:

Action by:

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 omissions

Title: Date:

Contractor's Signature:

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

Review Comments:

Action Submittal

Informational Submittal

Contractor: NPS ACTIONSubcontractor / Supplier:

Recommended by:

CM-16 TRANSMITTAL FORM - NATIONAL PARK SERVICE

Park: PMIS No.: Contract No.: Date: Transmittal No.:

Sheet: 1 of:

PIPE PMIS 237288 013300 Page 1 of 3

SUBMITTALS

SECTION 01 33 00

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

1 .2 RELATED REQUIREMENTS

A. Closeout submittals - Section 01 77 00 “Project Closeout.”

1 .3 SUBMITTAL AND APPROVAL PROCEDURES

A. All submittals shall be transmitted using National Park Service form DSC CM-16, dated 03/2010. (A copy of the form is included at the end of this section.) No action will be taken on a submittal item unless accompanied by the transmittal form.

B. As specified in the individual sections, forward submittals to Contracting Officer at least 14 days before need for approval. Unless a different number is specified, submit one reproducible original via e-mail of each shop drawing, manufacturer's catalog sheets (cut sheets), each sample and all other submittals requested.

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.

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

C. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

D. Approved Equals:

PIPE PMIS 237288 013300 Page 2 of 3

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.

e. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that 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. Every effort will be made by the National Park Service to approve these materials.

E. 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.

F. Submittal Numbering:

1. Number each submittal consecutively.

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.

G. 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 DSC-CM-16 and one copy of applicable (marked up) submittal sheets to the

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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 3 EXECUTION (NOT USED).

4 .1 SUBMITTALS

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ARCHEOLOGICAL PROTECTION

SECTION 01 35 00

ARCHEOLOGICAL PROTECTION

PART 1 GENERAL

1 .1 DESCRIPTION

A. The work of this section consists of protecting archeological resources contained in soil deposits. All work is anticipated to be performed in previously disturbed areas. This project does not anticipate archaeological resources will be encountered. Contractor shall coordinate and consult with the COR prior to any excavation activities.

1 .2 DEFINITIONS

A. Resources: Prehistoric, historic, and recent 20th century artifacts, including charcoal, human bones, ash, fire rocks, and building materials that indicate the presence of past human occupation.

B. Archeologically Sensitive Areas: Areas that have been determined to contain significant in-the-ground archeological resources.

C. Non-sensitive Areas: Areas that have a low likelihood of containing significant in-the-ground archeological resources.

D. Archeological Monitor: Representative of the Government designated to record and collect cultural resources for compliance with Government regulations to protect in-the-ground resources.

1 .3 SUBMITTALS

A. As specified in Section 01 33 00 “Submittals.”

B. Before start of ground-disturbing site work, submit a Daily Work Schedule, detailing construction work in archeologically sensitive areas. Key schedule to drawings and include the following information.

1. Starting and ending dates of ground-disturbing construction.

2. Locations of temporary facilities, such as barriers, field offices, staging areas, sanitary facilities, borrow pits, and haul and access roads.

3. Types of construction, such as clearing, topsoil stripping, structure or trench excavation, landscaping, and post construction clean-up.

4. Methods and equipment used for each type of construction.

5. Plan for relocating work in the event of temporary work stoppages at each archeologically sensitive area.

1 .4 QUALITY ASSURANCE

A. At least one week before on-site work begins, Contractor shall meet with Contracting Officer and Archeological Monitor to discuss Daily Work Schedule and equipment and special methods to be used in archeologically sensitive areas. Contractor shall ensure that approved Daily Work Schedule is followed throughout construction.

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ARCHEOLOGICAL PROTECTION

PART 2 PRODUCTS

2 .1 BARRICADES

A. Section 01 56 00 “Barriers.”

3 .1 BARRICADES

A. Construct as specified in Section 01 56 00 “Barriers.” Locate as directed by Contracting Officer.

3 .2 OBSERVATION

A. Archeological Monitor will observe all ground-disturbing site work, including construction of temporary facilities, at all archeologically sensitive areas, from a safe location mutually agreed on by Contractor and Monitor. As new ground is broken, Monitor will examine excavated materials, using construction layout centerline and perimeter staking as a reference point to record locations of findings.

3 .3 DISCOVERY OF RESOURCES

A. If Archeological Monitor discovers resources, immediate relocation of the work to a non-sensitive area may be required to allow Monitor to take soil samples and record resources.

While Archeological Monitor is documenting resources in sensitive areas, Contractor shall relocate work to non-sensitive areas where monitoring is not normally required.

B. If resources are discovered while Archeological Monitor is absent, stop work immediately and report the discovery to the Contracting Officer.

3 .4 WORK STOPPAGE

A. The Contractor shall plan, schedule, and execute the work to prevent stoppages at one area from stopping all work at the construction site.

4 .1 ARCHEOLOGICAL PROTECTION

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ACCIDENT PREVENTION

SECTION 01 36 00

A. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1 .2 SUBMITTALS

A. Accident Prevention Program: Before on-site work begins, submit for approval an accident prevention program. The Contracting Officer will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days. No progress payments will be made until the program is approved. The program shall include:

B. Name of responsible supervisor to carry out the program.

1. Weekly and monthly safety meetings.

2. First aid procedures.

3. 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.

4. Training, both initial and continuing.

5. Planning for possible emergency situations, such as floods, fires, cave-ins, slides, explosions, power outages, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Housekeeping: Section 01 57 00.

7. Fire Protection: Section 01 51 00 “Temporary Services.”

8. NOT USED.

C. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

D. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

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

F. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

1 .3 QUALITY ASSURANCE

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A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the contract.

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:

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.

1 .4 ACCIDENT REPORTING

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

2 .1 FIRST AID FACILITIES

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

2 .2 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA.

2 .3 BARRIERS

A. Section 01 56 00 “Barriers.”

3 .1 EMERGENCY INSTRUCTIONS

PIPE PMIS 237288 01360 Page 3 of 3

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3 .2 FIRE AND LIFE SAFETY

A. Provide and maintain the fire and life safety requirements in 2020 NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

3 .3 PROTECTIVE EQUIPMENT

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.

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

3 .4 SAFETY MEETINGS

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.

B. Conduct monthly safety meetings for all levels of supervision. Notify the Contracting Officer of meeting dates and times. These meetings shall be used to review the effectiveness of the Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program. The Contracting Officer will attend the meeting and enter the results of the meetings into the daily log.

3 .5 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

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.

B. 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. As a minimum, provide six hard hats for use by visitors. Change liners before reissuing hats.

3 .6 TRAINING

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

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

4 .1 ACCIDENT PREVENTION

PIPE PMIS 237288 01430 Page 1 of 10

CONTRACTOR QUALITY CONTROL

SECTION 01 43 00

A. The work of this section consists of preparing and executing a quality control program.

1 .2 RELATED REQUIREMENTS

A. "Inspection of Construction" clause of the contract.

1 .3 SUBMITTALS

A. As specified in Section 01 33 00 “Submittals.”

B. Quality Control Plan:

1. At the time of the preconstruction conference, submit for approval a written Contractor Quality Control (CQC) plan.

2. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.

3. The Government reserves the right to require changes in the plan during the contract period as necessary to obtain the quality specified.

4. No change in the approved plan may be made without written concurrence by the Contracting Officer.

5. The plan shall include:

a. A list of personnel responsible for quality control and assigned duties. Include each person's qualifications.

b. A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties.

c. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

d. Methods of performing, documenting, and enforcing quality control of all work.

e. Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.

C. Contractor's Quality Control Daily Reports: Submit showing all inspections and tests on the first workday following the date covered by the report.

D. Test Reports:

1. Submit Daily Test Information Sheets with Quality Control Daily Reports.

2. Submit failing test results and proposed remedial actions within four hours of noted deficiency.

3. Submit three copies of complete test results not later than three calendar days after the test was performed.

PIPE PMIS 237288 01430 Page 2 of 10

E. Off-Site Inspection Reports: Submit prior to shipment.

F. If the CQC plan and Quality Control Daily Reports are not submitted as specified, the Contracting Officer may retain all payments until such time a plan is approved and implemented.

1 .4 QUALITY ASSURANCE

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 often enough to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings.

3. Quality Control Daily Reports shall be completed by the Quality Control Supervisor.

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. The Contractor's Quality Control Supervisor may also perform the duties of Project Superintendent.

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.

C. Testing Laboratory and Equipment:

1. Employ certified independent laboratories to perform sampling and testing. The testing laboratory organization shall be certified for the type of testing work to be done.

2. All measuring devices, laboratory equipment, and instruments shall be calibrated at established intervals against certified standards in accordance with NBS requirements. Upon request, measuring and testing devices shall be made available for use by the Government for verification tests.

3 .1 OFF-SITE CONTROL

A. Items that are fabricated or assembled off-site shall be inspected for quality control at the place of fabrication.

3 .2 ON-SITE CONTROL

PIPE PMIS 237288 01430 Page 3 of 10

A. Notification:

1. Notify the Contracting Officer at least 48 hours in advance of the preparatory phase meeting.

2. Notify the Contracting Officer at least 24 hours in advance of the initial and follow-up phases.

B. Preparatory Phase: Perform before beginning each feature of work.

1. Review control submittal requirements with personnel directly responsible for the quality control work. As a minimum, the Contractor's Quality Control Supervisor and the foreman responsible for the feature of work shall be in attendance.

2. Review all applicable specifications sections and drawings related to the feature of work.

3. Ensure that copies of all referenced standards related to sampling, testing, and execution for the feature of work are available on site.

4. Ensure that provisions have been made for field control testing.

5. Examine the work area to ensure that all preliminary work has been completed.

6. Verify all field dimensions and advise the Contracting Officer of discrepancies with contract documents.

7. Ensure that necessary equipment and materials are at the project site and that they comply with approved shop drawings and submittals.

8. Prepare a report on all preparatory phase activities and discussions. Attach report to Contractor's Quality Control Daily Report.

C. Initial Phase:

1. As soon as work begins, inspect and test a representative portion of a particular feature of work for quality of workmanship.

2. Review control testing procedures to ensure compliance with contract requirements.

3. Prepare a report on all initial phase activities and discussions. Attach report to Contractor's Quality Control Daily Report. Exact location of initial phase shall be indicated for future reference and comparison with follow-up phases.

D. Follow-Up Phase: Inspect and test as work progresses to ensure compliance with contract requirements until completion of work.

E. Additional Preparatory and Initial Phases: Additional preparatory and initial phases may be required on the same feature of work for the following reasons:

1. Quality of on-going work is unacceptable.

2. Changes occur in the applicable quality control staff, on-site production supervision, or work crew.

3. Work on a particular feature of work is resumed after a substantial period of inactivity.

3 .3 DOCUMENTATION

PIPE PMIS 237288 01430 Page 4 of 10

A. Maintain Quality Control Daily Reports and Daily Test Report Information Sheets (samples attached) of quality control activities and tests.

B. Quality Control Daily Reports may not be substituted for other written reports required under clauses of the contract, such as Disputes, Differing Site Conditions, or Changes.

3 .4 ENFORCEMENT

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.

4 .1 CONTRACTOR QUALITY CONTROL

PIPE PMIS 237288 01430 Page 5 of 10

CONTRACTOR'S QUALITY CONTROL DAILY REPORT

REPORT NO. _________ SHEET 1 OF _________

PROJECT

CONTRACT NO.

DATE

PARK

CONTRACTOR'S REPRESENTATIVE ON THE

JOB

WEATHER (Rain, Snow, Cloudy, Windy, etc.)

RAINFALL

Inches

TEMPERATU

RE

GROUND CONDITIONS (Dry, Damp, Wet, Frozen, etc.)

MAX.

MIN.

1. PRIME CONTRACTOR

NO. EMPLOYEES BY JOB

CATEGORIES

Hours HEAVY EQUIPMENT

ON JOB

NO.

UNITS

HRS. WORKING

YE

S

NO Comments

WORK PERFORMED BY PRIME CONTRACTOR:

MATERIALS DELIVERED OFFICIAL VISITORS TO SITE

2A. SUBCONTRACTOR, _____________________________________________: (If more than one subcontractor use copies of following page.)

NO. EMPLOYEES BY JOB

CATEGORIES

Hours HEAVY EQUIPMENT

ON JOB

NO.

UNITS

HRS. WORKING

YE

NO Comments

WORK PERFORMED BY SUBCONTRACTOR:

3. SPECIFIC INSPECTIONS: (Inspections performed, results, and corrective actions)

4. TESTING: 1 Check if any testing was performed today. (Complete and attach Test Report Information Sheets.)

Type and Location of Testing:

5. VERBAL INSTRUCTION RECEIVED FROM GOVERNMENT ON CONSTRUCTION DEFICIENCIES OR RE-

TESTING REQUIRED:

PIPE PMIS 237288 01430 Page 6 of 10

6. REMARKS:

7. CERTIFICATION:

I certify that the above report is complete and correct and that I, or my authorized representative, have inspected all work performed this day by the prime contractor and each subcontractor and determined that all materials, equipment, and workmanship are in strict compliance with the plans and specifications except as may be noted above.

Contractor's Quality Control Representative

PIPE PMIS 237288 01430 Page 7 of 10

SUBCONTRACTOR WORK CONTINUED:

CONTRACT NO. REPORT NO. _______

SHEET ____ OF ____

2 SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT

ON JOB

NO.

UNITS

HRS. WORKING

YES NO Comments

2 SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT

ON JOB

NO.

UNITS

ON JOB

NO.

UNITS

ON JOB

NO.

UNITS

HRS. WORKING

YES NO COMMENT

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PIPE PMIS 237288 01430 Page 9 of 10

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:

PIPE PMIS 237288 01430 Page 10 of 10

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

PIPE PMIS 237288 01510 Page 1 of 2

TEMPORARY SERVICES

SECTION 01 51 00

TEMPORARY SERVICES

PART 1 GENERAL

1 .1 DESCRIPTION

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

PART 2 PRODUCTS

2 .1 GENERAL

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.

2 .2 SANITARY FACILITIES

A. Contractor shall supply port-a-johns, to be located within the secured, fenced staging area.

2 .3 FIRE PROTECTION EQUIPMENT

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

PART 3 EXECUTION

3 .1 ELECTRICITY AND LIGHTING

A. Provide connections to existing facilities. The Government will pay the costs of power used.

B. Temporary Electrical: Temporary electrical work shall meet requirements of 2020 NFPA 70 (NEC), Article 305.

3 .2 When temporary connections are removed, restore existing utility services to their original condition.

3 .3 SEWAGE LIFT STATION BYPASS

A. All sewer service to the Visitor Center will remain in-tact during construction and any sewer outages will be coordinated with the Contracting Officer and Facility Manager.

3 .4 TELEPHONE

A. Limited telephone service is available on site for Contractor's use. Make arrangements with the Facility Manager.

3 .5 WATER

A. Make connections to existing facilities for potable water. Government will pay costs for water used.

PIPE PMIS 237288 01510 Page 2 of 2

TEMPORARY SERVICES

B. Furnish cool, potable water for construction personnel in locations convenient to work stations.

3 .6 SANITARY FACILITIES

A. See note Section 01 51 00 “Temporary Services,” part 2.2 “Sanitary Facilities.”

3 .7 FIRE PREVENTION AND PROTECTION

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. Do not store flammable or combustible liquids in existing buildings. 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 USDA Forest Service.

D. Service and Refueling Areas: Locate areas a minimum of 50 feet from buildings. Shut down equipment before refueling.

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.

G. Hot Works Permits will be requested and signed by the Park FM and Contractor. A sample permit will be provided by the Park.

3 .8 PROTECTION EQUIPMENT REQUIRED

A. Buildings:

1. Furnish a minimum of one extinguisher for each 1,500 square feet of area or major fraction thereof.

2. Travel distance from any work station to the nearest extinguisher shall not exceed 75 feet.

4 .1 TEMPORARY SERVICES

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BARRIERS

SECTION 01 56 00

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

2 .1 GENERAL

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.

2 .2 FENCING

A. Contractor Visitor Center staging area and area of work will be chain linked construction barrier fence with a minimum height of 6 feet, free standing base unit, and panel connectors with lockable access gates.

2 .3 BARRICADES AND SIGNS

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

2 .4 LUMBER

A. Free of nails, large knot holes and splinters.

2 .5 BARRIER TAPE

A. Banner Guard, imprinted with "CAUTION: CONSTRUCTION AREA", manufactured by Reef Industries, Inc., Houston, Texas, or approved equal.

3 .1 PROTECTION OF PUBLIC

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-2003.

C. Illuminate barricades and obstructions at night; keep safety lights burning from sunset to sunrise.

D. Adequately barricade and post open cuts in or adjacent to thoroughfares.

E. Protect pedestrian traffic by guardrails or fences.

PIPE PMIS 237288 01560 Page 2 of 2

F. When pedestrian traffic is detoured onto a roadway, provide temporary walkways with protection as required at ends and overhead. For walkways, use lumber running parallel to direction of traffic movement and provide ramps at changes of elevation.

G. Cover pipes, hoses, and power lines crossing sidewalks and walkways with troughs using beveled edge boards.

H. Erect and maintain sufficient detour signs at road closures and along detour routes.

I. Access gates locked with padlock, Contractor shall provide one set of keys to the Park Facilities Manager and COR.

3 .2 BARRIER TAPE

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

3 .3 REMOVAL

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

4 .1 BARRIERS

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MATERIAL AND EQUIPMENT

SECTION 01 60 00

MATERIAL AND EQUIPMENT

PART 1 GENERAL

1 .1 DESCRIPTION

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

1 .2 TRANSPORTATION AND HANDLING

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.

1 .3 STORAGE AND PROTECTION

A. Store…