Specifications.pdf

PDF 16 MB Posted May 16, 2025

Attached to: MAINTAIN SEWER LINES PARKWIDE Federal contract opportunity
Solicitation number: 140P8125Q0030
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · May 16, 2025

This document is a Project Specification for maintaining sewer lines at Lake Mead National Recreation Area, dated May 14, 2025. The project involves hydro-flushing, entrapping, and disposing of debris in gravity sewer lines and manholes across multiple locations including Temple Bar, Willow Beach, Katherine Landing, Cottonwood Cove, Echo Bay, Callville Bay, Las Vegas Bay, and Boulder Beach in Arizona and Nevada. The total sewer line length to be maintained is approximately 47,675 linear feet, with individual site lengths ranging from 3,060 feet (Willow Beach) to 17,660 feet (Boulder Beach).

The contract period of performance is 90 calendar days from the contract award date, specifically September 23, 2025, to December 22, 2025. The National Park Service will provide non-potable water for the project at no charge, and the contractor must use an approved spanner wrench for hydrant operations and ensure proper backflow prevention. Environmental compliance requirements include mandatory Desert Tortoise Awareness Training, prohibition of herbicide use, and strict protocols for equipment washing to prevent the spread of non-native species. The project will be executed under the supervision of the National Park Service, with key contacts including Mark Fiorina (Project Manager) and Michelle Bennett (Contracting Officer).

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Other files for this federal contract opportunity

Other files attached to MAINTAIN SEWER LINES PARKWIDE, newest first.
File	Type	Posted
Sol_140P8125Q0030.pdf	PDF	May 16, 2025
Wage_Determination_Clark_County_Nevada.pdf	PDF	May 16, 2025
Wage_Determination_Mohave_County_Arizona.pdf	PDF	May 16, 2025
Drawings.pdf	PDF	May 16, 2025

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LAKE MEAD NATIONAL RECREATION AREA

BOULDER CITY, NEVADA

MAINTAIN SEWER LINES PARKWIDE

LAKE – 242378

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

May 14, 2025

DIVISION 01

GENERAL REQUIREMENT

LAKE 175415 Page 4 of 34

SECTION 01110 SUMMARY OF WORK

1.1 DESCRIPTION

The Project locations in the following areas: Temple Bar, Willow Beach and Katherine Landing in Mohave County, Arizona and Cottonwood Cove, Echo Bay, Callville Bay, Las Vegas Bay, and Boulder Beach in Clark County, NV; within Lake Mead National Recreation Area (LAKE NRA).

The work covered by this contract consists of hydro-flushing, entrapment, and disposal of dislodged debris in gravity sewer lines and manholes.

1.2 SCOPE OF WORK

A. The scope of work for this contract consists of:

1. Travel to the sites located throughout the park.

2. Meet with park staff to locate the manholes and sewer lines as shown on the plans.

Contractor shall verify the locations, access to the sites and the dimensions to be cleaned.

3. Contractor shall hydro-flush the sewer lines and manholes as shown on the plans and field verified.

B. Key points to be considered:

1. The hydro flushed lines shall have the debris trapped, collected, removed, and properly disposed.

2. Debris shall be properly disposed of outside of the park boundaries.

3. Water shall be provided by the park at hydrants located within each developed area.

A backflow preventer or an airgap shall be used between the hydrant and the water storage tank. A proper water hydrant wrench shall be used.

C. Materials and Equipment: The Contractor shall provide all materials, equipment, and labor required to perform the work described in this specification.

D. Approximate Quantities: Linear feet of sewer pipe at each location to be cleaned.

1. Temple Bar – 8,678’

2. Cottonwood Cove – 9,126’

3. Katherine Landing – 11,251’

4. Willow Beach – 3,060’

5. Echo Bay – 7,183’

6. Callville Bay – 7,482’

LAKE 242378 Page 5 of 27

7. Las Vegas Bay – 4,895’

8. Boulder Beach – 17,660’

1.3 LOCATION

A. Project Locations: Temple Bar, Willow Beach and Katherine Landing in Mohave County, Arizona and Cottonwood Cove, Echo Bay, Callville Bay, Las Vegas Bay, and Boulder Beach in Clark County, NV; within Lake Mead National Recreation Area (LAKE NRA).

1.4 PERFORMANCE PERIOD

The estimated period of performance (POP) for this project is 90 calendar days from the award of the contract. This includes the submittal review process. Upon COR acceptance of submittals, the contractor has 60 calendar days to perform onsite work. The period of performance is September 23, 2025, to December 22, 2025.

The total performance period for this project is 90 calendar days from contract award date.

1.5 FIELD VERIFICATION

A. The Contractor shall field verify all existing pipes and manholes affecting the work in this contract before ordering any materials, equipment, or parts.

1.6 CONTRACTOR'S USE OF PREMISES

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the recreation area visitors and employees.

B. 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.

C. Existing Utilities: Notify Contracting Officer/ Contracting Officer Representative (CO/COR) and utility companies of proposed locations and times for interruption of existing utility service, if appropriate.

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

2. If damage occurs to an unknown utility, the utility shall be repaired. An equitable adjustment will be made in accordance with the Changes clause of the General Provisions.

3. Contractor shall at all times maintain function of the existing sewage facilities.

D. The contractor shall at all times make the job site safe to the public.

1. Traffic control devices shall be used around the active job site and equipment where needed. Cones, signs, flagging, or similar devices shall be used to indicate the site to the public.

LAKE 242378 Page 6 of 27

2. Open manholes should be minimized when the contractor is not working.

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials.

Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent.

F. Work Limits: The Contractor shall be confined to conduct his work to job site area and work limits as shown on drawings or approved by the Contracting Officer. Contractor shall be responsible to pay for rehabilitation work for any resource damage outside authorized work limits.

G. Care shall be taken to ensure that fuel, oil, and other spills do not occur. If spills occur, cleanup will be completed at no additional expense to the Government.

1.7 HOURS OF OPERATION

A. Hours of operation shall be Monday through Friday between the hours of 7:00 AM and 5:00 PM unless alternate hours are approved by the Contracting Officer (CO). Any requests to work outside of normal working days and hours shall be submitted to the CO and COR at least 3 business days before the requested event for authorization.

1.7 SPECIAL PROVISIONS

A. Permitting and Fees:

1. The Contractor is responsible for obtaining and paying for all fees and costs for necessary permits and approvals for all service activities associated with this Project.

2. No permits are anticipated.

B. Time Constraints:

1. Quiet Hours in the park are from 10:00 PM until 6:00 AM. The Contractor shall not operate equipment or make loud noise between these hours.

2. No work will be performed on weekends or on federal holidays without the advanced, written authorization of the CO. Any request to work outside the normal working days and hours shall be submitted to the CO and COR at least 3 business days before the requested event for authorization

C. Logistics:

1. Public access should be maintained to all facilities during work.

2. The Contractor shall be responsible for the security of all materials staged/stored on LAKE NRA property.

D. Park Entry:

1. The Contractor shall furnish a list of personnel with phone contact information.

Vehicles associated with the contractor shall be waived entrance fee upon entering in a marked company vehicles or by providing the names of employees entering in

LAKE 242378 Page 7 of 27 personal vehicles. The entrance fee is waived only for the purpose of reporting directly to a specific work location. Any deviation for recreational purposes is subject to payment of required entrance fees.

E. Park Regulations:

1. Ensure all personnel (contractors, subcontractors, and vendors) entering or working in the park are familiar with and obey all park regulations. Law enforcement rangers will intervene if they perceive any unsafe or unlawful activity.

F. Emergency Medical and Accident Reporting:

1. All accidents and incidents shall be reported to the CO and COR.

a. The Contractor or subcontractor shall contact Park Dispatch for any medical emergencies or traffic accident occurring within the Park.

Emergency number: Dial 911 as needed.

Park Dispatch: 702-293-8932 EMERGENCY

Park Dispatch is called so that the entrance station will be prepared should any emergency vehicles need to enter the Park and so that any available Emergency Medical Services personnel in the Park might respond until such time as the ambulance arrives.

b. The Contractor or sub-contractor is required to report ANY personal injury and / or property damage incident occurring within the park. This report must be made to a Law Enforcement Ranger at the first opportunity before leaving the park:

Park Dispatch: 702-293-8998 NON-EMERGENCY

G. Environmental Compliance Requirements:

1. The Contractor and all employees working on the Project will be required to take “Desert Tortoise Awareness Training” which will be provided by the Government at no cost to the Contractor. This training will take approximately 30 minutes or less.

2. The Contractor’s employees shall never handle a desert tortoise.

3. The Contractor and employees shall immediately report the presence of any desert tortoise to the COR.

4. Herbicides shall not be used in or around the Project site.

5. The environmental compliance contacts for this project are Carrie Norman, Clayton Merrill, Bryan Moore, Kelly Wallace, and Matthew D’ambrosi. For questions or additional information, contact the following people via email:

a. Kelly Wallace, Biologist: kelly_wallace@nps.gov

b. Matthew D’ambrosi, Biological Science Technician: matthew_dambrosi@nps.gov

LAKE 242378 Page 8 of 27

H. Equipment Washing:

1. Equipment washing is required to preclude the introduction and spread of non-native species into the Park. Therefore, all equipment shall be cleaned outside of the Park before entering the Park. Equipment leaving the park for any reason must be re-washed before returning to the job site. Equipment that is moved from the job site, but remains within the original developed area, need not be re-washed prior to returning to the job site. It is also known that there are areas inside the Park that have non-native plants and weed species infestation. Therefore, before equipment can be moved from one developed area to another, it must be washed at the location identified on the Site Plan (see attached site plan and mileage table) to ensure weeds are not spread from one developed area to another.

2. The Contractor shall clean all equipment prior to the equipment entering Lake Mead National Recreation Area. It is recommended that cleaning be accomplished by hot water, pressure washing, using water only. All equipment surfaces shall be cleaned, with special emphasis given to the undercarriage. This includes, but is not limited to:

wheel wells, bumpers, radiator grills, springs, shock absorbers, wire harnesses, skid plates, oil pans, axles, frame ledges, buckets, tracks, belly pans, etc. Cleaning shall also include all dirt and debris inside the cab, or operator area. A Shop-Vac or commercial car wash vacuum system may be used for operator compartments, provided the method used effectively removes all visible debris. Equipment cleaning is for the purpose of removing any seed and soil accumulations to prevent the potential spread of non-native plant and weed species from outside the park to locations inside the park. Cleaning shall be performed in a manner that will reasonably remove all visible soil, plant, and other foreign material. All equipment that requires washing shall be inspected by government personnel, or contractors/partners assigned to this duty, to ensure compliance.

3. Equipment that requires washing is generally defined as track or rubber-tired machinery intended for use primarily off-road. Examples include backhoes, loaders, earthmovers, graders, rollers, bulldozers, water trucks, etc.; or four-wheel drive or passenger vehicles that are driven in off road areas. Equipment may also be stationary, such as a material screening plant, Conex storage containers, or a mobile office (mobile offices may be cleaned in the same manner as operator compartments as outlined in paragraph 2). The equipment is generally under the direct control of the contractor or sub-contractors, is likely to remain on the work site for an extended period of time and may contain adhered soil and seed from other project sites.

4. Equipment/Vehicles that do not require washing are defined as those normally used for highway driving only, and travel primarily on paved surfaces and well-maintained service roads and parking areas (this includes approved staging areas). Examples include semi-tractor trailers, dump trucks, concrete trucks, pickup trucks, fuel trucks, service trucks, etc. These delivery and passenger vehicles are generally not under the direct control of the contractor, have no earth-moving function, and do not remain on the project site. These vehicles have a low probability of carrying adhered soil and seed from other projects. However, every vehicle and piece of equipment is subject to rejection from entering the park if there are obvious signs (covered in mud, plant material adhered to it, etc.) that it could be transporting non-native species into the Park.

I. Post Equipment Washing Inspections:

LAKE 242378 Page 9 of 27

1. All equipment subject to inspection will be inspected by government, or other authorized personnel prior to leaving the paved surface or designated washing area identified on the Site Plan. Equipment determined to be free of soil or mud based on visual examination by government personnel will be cleared to enter the project area or proceed to other areas of the park as appropriate. The Contractor shall arrange for needed inspections by contacting the NPS inspection office no less than 5 working days prior to the inspection. Such contact shall provide sufficient time to accommodate scheduling and travel to the site. Equipment not passing initial inspection must be rewashed outside the park at no additional expense to the government.

2. A list of government Inspectors for this project will be provided by the list below.

Please contact via email all members and coordinate designated representative for inspection:

a. Kelly Wallace, Biologist: kelly_wallace@nps.gov

b. Matthew D’ambrosi, Biological Science Technician: matthew_dambrosi@nps.gov

1.9 DESIGNATED OFFICIALS

A. The NPS Project Manager (PM) and Contracting Officer's Representative (COR) will be:

Mark Fiorina, Lake Mead NRA Telephone: 725-724-2322 E-mail: Mark_Fiorina@nps.gov

B. The Contracting Officer (CO) will be:

Michelle Bennett, Lake Mead NRA Telephone: 702-293-8909 E-mail: Michelle_Bennett@nps.gov

END OF SECTION 01010

LAKE 242378 Page 10 of 27

LAKE MEAD NATIONAL RECREATION AREA

FIGURE 1

LAKE 242378 Page 11 of 27

LAKE MEAD NRA DISTANCE CHART

FIGURE 2

LAKE 242378 Page 12 of 27

SECTION 01270 DEFINITION OF BID ITEMS

1.1 DESCRIPTION

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 LIST OF ANTICIPATED BID ITEMS

A. BID ITEM No. 01 – Hydro Flush the gravity lines at Temple Bar, as specified.

1. UNIT – lump sum

2. DEFINITION – Unit price includes all necessary labor, materials, and equipment to hydro-flush the gravity lines and manholes as shown on the plans. The Work includes, but is not limited to: Hydro-flush, entrapment, removal and disposal of debris.

B. BID ITEM No. 02 – Hydro Flush the gravity lines at Cottonwood Cove, as specified.

1. UNIT – lump sum

C. BID ITEM No. 03 – Hydro Flush the gravity lines at Katherine Landing, as specified.

1. UNIT – lump sum

D. BID ITEM No. 04 – Hydro Flush the gravity lines at Willow Beach, as specified.

1. UNIT – lump sum

E. BID ITEM No. 05 – Hydro Flush the gravity lines at Echo Bay, as specified.

1. UNIT – lump sum

2. DEFINITION – Unit price includes all necessary labor, materials, and equipment to hydro-flush the gravity lines and manholes as shown on the plans. The Work

LAKE 242378 Page 13 of 27 includes, but is not limited to: Hydro-flush, entrapment, removal, and disposal of debris.

F. BID ITEM No. 06 – Hydro Flush the gravity lines at Callville Bay, as specified.

1. UNIT – lump sum

G. BID ITEM No. 07 – Hydro Flush the gravity lines at Las Vegas Bay, as specified.

1. UNIT – lump sum

H. BID ITEM No. 08 – Hydro Flush the gravity lines at Boulder Beach, as specified.

1. UNIT – lump sum

END OF SECTION 01270

LAKE 242378 Page 14 of 27

SECTION 01310 PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating service operations on this project including, but not limited to the following:

1. Supervisory and administrative personnel.

2. Project meetings.

3. Coordination procedures.

1.2 SUPERVISORY AND ADMINISTRATIVE PERSONNEL

A. General: In addition to the project superintendent, the Contractor shall provide other supervisory and administrative personnel as required for proper work performance. This may include special personnel required for coordination of operations with subcontractors and material suppliers.

B. Staff roster:

1. Within 14 days after date of contract award, the Contractor shall submit a list of staff assignments, including subcontractor personnel (if applicable), working at the job site. Identify each individual and their duties and responsibilities.

1.3 PROJECT MEETINGS

A. Submittals required prior to the Post-Award Conference.

1. Proposed work schedule.

2. Schedule of values.

3. Accident prevention plan.

4. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

5. Listed submittals shall be submitted within 14 business days after award of contract.

6. Government will require a minimum of 10 business days for review of all submittals after receipt of complete package.

B. Pre-Service Conference: Once the required submittals are received and approved by the CO and COR, an initial orientation meeting will be scheduled for a time and date that is agreeable to the Government and Contractor and will be conducted in the Lake Mead Maintenance Building. Lake Mead personnel will be present to go over park specific requirements of the project with the Contractor and the Contractor’s supervisory and administrative team. The start date may also be established at the Pre-Service Conference.

1. Agenda: Items to be discussed will include but not be limited to:

LAKE 242378 Page 15 of 27

a. Park Rules and Regulations.

b. General correspondence procedures.

c. Labor standards provisions.

d. Payments to the Contractor.

e. Acceptance/rejection of work.

f. Progress Meetings.

g. Subcontractors.

h. Documents required under contract.

i. Local emergency phone number.

j. Specifications and drawings.

2. Once the start date has been established, the Contractor shall submit the proposed work schedule to the Government for approval.

1.4 COORDINATION PROCEDURES

A. Coordination: Coordinate the project operations identified in the various Sections of this Specification to ensure the efficient installation of all materials and equipment.

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

2. Coordinate installation of different components with subcontractors and Government personnel to ensure maximum accessibility for required maintenance, service, and repair.

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

1.5 SCHEDULE OF VALUES

A. Submit a schedule of dollar values based on the Contract Bid Schedule. Include bond costs (if required under this contract), 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 mobilization, 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 the lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values.

LAKE 242378 Page 16 of 27

C. The total cost of all items shall equal the contract total, or 100%. The Schedule of Values will form the basis for progress payments. Each progress payment request shall include the overall percentage complete to that date.

END OF SECTION 01310

LAKE 242378 Page 17 of 27

SECTION 01330 SUBMITTALS

1.1 DESCRIPTION

A. The intent of this section is to explain submittal requirements before and during work.

B. This section also includes the requirements for properly handling "Substitutions" and "Comparable Products" the Contractor submits as being "equal" to the product that has been specified.

1.2 SUBMITTAL AND APPROVAL PROCEEDURES

A. All submittals shall be transmitted to the COR, as original, using National Park Service form CM-16, dated 4/00.

1. A copy of the form is included at the end of this Section.

2. No action will be taken on a submittal unless it is accompanied by a transmittal form.

3. All submittals shall be carefully reviewed by the Contractor prior to submission to the Government to eliminate errors.

B. Manufactures' Catalog Sheets: Submit only pertinent pages and mark each copy of standard printed data to identify products proposed for use. Submittal forms with attached Manufactures' Catalog Sheets that are not marked to identify products proposed for use will be disapproved by the COR and shall be resubmitted by the Contractor.

C. Lake Mead personnel will review and approve or disapprove and provide comment to submittals in as short a timeframe as possible, but not to exceed 10 calendar days.

END OF SECTION 01330

Lake 242378 Page 18 of 34

SECTION 01360 ACCIDENT PREVENTION

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

1.2 SUBMITTALS

A. Accident Prevention Plan - The Plan shall be written to comply with OSHA and project requirements including but not limited to the following information/topics:

1. The name of the responsible supervisor who shall carry out the program.

2. Documentation of the personnel training program; both initial and continuing.

3. Weekly and monthly safety meetings.

4. First aid procedures.

5. Outline the work, associated hazards, protective measures, and the methods proposed to ensure property protection, safety of the public, National Park Service personnel, and Contractor's employees.

6. Planning and checklists for possible emergency situations.

B. Daily Submittals: Submit Daily Quality Control Report showing all inspections and tests on the first workday following the date covered by the report.

C. Tests: Submit triplicate copies of complete test results not later than three calendar days after the test was performed. Submit failing test results and proposed remedial actions within four hours of noted deficiency.

D. Off Site Inspection Reports: Submit prior to shipment.

E. Progress Payments: If the CQC plan and Daily Quality Control Reports are not submitted in a timely manner, the Contracting Officer may retain an appropriate amount of the applicable progress payment.

1.3 QUALIFICATION OF EMPLOYEES

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

B. 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.

C. 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.

Lake 242378 Page 19 of 34

1.3 ACCIDENT REPORTING

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

1.5 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of National Institute for Occupational Safety and Health (NIOSH) and OSHA.

B. 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.

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

D. It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.

1.6 EMERGENCY INSTRUCTIONS

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

1.7 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 personnel at the worksite.

B. Conduct monthly safety meetings for all levels of supervision. Notify the COR 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 work activities, and for updating the accident prevention program.

END OF SECTION 01360

Lake 242378 Page 20 of 34

SECTION 01510 TEMPORARY SERVICES

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

1.2 GENERAL REQUIREMENTS

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.

1.3 SANITARY FACILITES

A. Provide and maintain temporary toilet facilities in accordance with State Health Department and National Park Service requirements.

1.4 FIRE PROTECTION EQUIPMENT

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

1.5 ELECTRICITY AND LIGHTING

A. Make arrangements with utility company for metered connection to existing utility and pay all costs.

B. Temporary Electrical: Temporary electrical work shall meet requirements of NFPA 70-1996 (NEC), Article 305.

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

1.6 TELEPHONE

A. No telephone service is available on site for Contractor's use. Make arrangements with Telephone Company and pay all costs.

1.7 WATER

A. Non-potable water for service work activity is available at no charge to the Contractor from Lake Mead and/or Lake Mohave. The Contractor shall provide all equipment and personnel required to draw water from the lake and transport it to the work site as part of the basic bid, at the Contractors expense. The Contractor shall coordinate the access point to the lake with the COR.

B. The Contractor may also request access to water from a park fire hydrant or yard hydrant. All such requests must be approved by the COR and comply with the following requirements/restrictions:

Lake 242378 Page 21 of 34

1. Only an approved spanner wrench shall be used to operate any fire hydrant. Any other type of wrench is strictly forbidden. Hydrants must be opened and closed slowly with an approved fire hydrant wrench. The Contractor shall be responsible for any damage to a fire hydrant caused by contractor personnel operating the hydrant and shall be responsible for the cost of all repairs.

2. When filling any/all water trucks from a park fire hydrant, the Contractor shall ensure there is an air gap between the hose attached to the hydrant and the tank on the water truck. The air gap separation can be achieved by a metallic pipe permanently installed on the water transporting vehicle which will serve as the fill line or an air gap between the end of the fill line from the hydrant and the water transporting vehicle.

3. If the Contractor chooses not to use an air gap, then a reduced pressure principal backflow assembly shall be required. The backflow unit shall be tested by a Licensed Tester and provided at the Contractors expense.

C. The Contractor shall furnish cool, potable water for work personnel in locations convenient to work site.

1.8 SANITARY FACILITIES

A. Place portable toilets in approved locations secluded from public observation and convenient to the work site. Relocate as work progress requires.

B. Maintain and clean toilet facilities at least weekly.

C. Completely remove sanitary facilities on completion of work.

END OF SECTION 01510

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SECTION 01770 CLOSEOUT PROCEDURES

A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Final cleaning.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. Not all listed items may apply to this service contract; review applicable line items with COR.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Government of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items to location designated by Government. Label with manufacturer's name and model number where applicable.

7. Make final changeover of permanent locks and deliver keys to Government.

Advise Government’s personnel of changeover in security provisions.

8. Complete startup testing of systems.

9. Submit test/adjust/balance records.

10. Terminate and remove temporary facilities from Project site, along with mockups, tools, and similar elements.

11. Advise Government of changeover in heat and other utilities.

12. Submit changeover information related to Government’s occupancy, use, operation, and maintenance.

Lake 242378 Page 23 of 34

13. Complete final cleaning requirements, including touchup painting.

14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Contracting Officer's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Contracting Officer's Representative will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Contracting Officer's Representative that must be completed or corrected before certificate will be issued.

1. Re-inspection: Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

1.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit a final Application for Payment.

2. Submit certified copy of Contracting Officer's Representative's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Contracting Officer's Representative. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Contracting Officer's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Contracting Officer's Representative will prepare a final Certificate for Payment after inspection or will notify the Contractor that must be completed or corrected before certificate will be issued.

1. Re-inspection: Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by service work operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the designated limits of where the work was to take place.

Lake 242378 Page 24 of 34

1. Organize list of spaces in sequential order, starting with exterior areas first.

2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

3. Include the following information at the top of each page:

a. Project name.

b. Date.

c. Name of Contracting Office/Contracting Specialist and Contracting Officer's Representative.

d. Name of Contractor.

e. Page number.

1.5 FINAL CLEANING

A. General: Provide final job site cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Clean equipment surfaces to comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

2. Clean Project site, yard, and grounds, in areas disturbed by work activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

3. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

4. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

5. Remove tools, equipment, machinery, and surplus material from Project site.

6. Remove labels that are not permanent.

7. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

8. Do not paint over "UL" and similar labels, including mechanical and electrical nameplates.

Lake 242378 Page 25 of 34

9. Wipe surfaces of mechanical and electrical equipment, and similar equipment.

Remove excess lubrication, paint and mortar droppings, and other foreign substances.

10. Leave Project clean and ready for use.

C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government’s property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 01770

Lake 242378 Page 26 of 34

APPENDIX

PARK SEWER LINE LOCATION

AutoCAD SHX Text

PILES

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TBMH-38

AutoCAD SHX Text 6"S

AutoCAD SHX Text

TBMH-48

AutoCAD SHX Text

TBMH-47

AutoCAD SHX Text

TBMH-46

AutoCAD SHX Text

TBMH-43

AutoCAD SHX Text

TBMH-44

AutoCAD SHX Text

TBMH-45

AutoCAD SHX Text 8"S

AutoCAD SHX Text

PVC

AutoCAD SHX Text

PVC

AutoCAD SHX Text

(PVC)

AutoCAD SHX Text

(PVC)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 6"S

AutoCAD SHX Text

FIRE STATION (847)

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RESID. 801

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AMPHITHEATRE

AutoCAD SHX Text

NPS MAINT. SHOP BLDG. (841)

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RESID. 807

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RESID. 808

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RESID. 802

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RESID. 804

AutoCAD SHX Text

RESID. 805

AutoCAD SHX Text

RESID. 803

AutoCAD SHX Text

RESID. 806

AutoCAD SHX Text

TBMH-35

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TBMH-34

AutoCAD SHX Text

TBMH-39A

AutoCAD SHX Text

TBMH-36

AutoCAD SHX Text

TBMH-38

AutoCAD SHX Text

TBP-34

AutoCAD SHX Text

TBP-35

AutoCAD SHX Text

TBP-36

AutoCAD SHX Text

TBP-38

AutoCAD SHX Text

TBMH-38A

AutoCAD SHX Text

TBP-38A

AutoCAD SHX Text

TBP-37LAT

AutoCAD SHX Text 8"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text

6"SL

AutoCAD SHX Text 6"S

AutoCAD SHX Text

PVC

AutoCAD SHX Text

6"SL

AutoCAD SHX Text 8"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text 4"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text 4"S

AutoCAD SHX Text

22.5%%D ELBOW

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TBP-39A

AutoCAD SHX Text 8"S

AutoCAD SHX Text

TBMH-35A

AutoCAD SHX Text

TBMH-37

AutoCAD SHX Text

TBMH-43

AutoCAD SHX Text

TBMH-44

AutoCAD SHX Text 8"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text

PVC

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PVC

AutoCAD SHX Text c

AutoCAD SHX Text

NEW MH 38B

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(PVC)

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FLOW

AutoCAD SHX Text 6"S

AutoCAD SHX Text 21+00

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

HORIZ

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LAKE 175415

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MAINTAIN

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SEWERLINE

AutoCAD SHX Text

CLB

AutoCAD SHX Text

CLB

AutoCAD SHX Text

AVR

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NOV 2022

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TEMPLE BAR

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LAKE MEAD NRA

AutoCAD SHX Text

TB1

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

HORIZ

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DENSE TREES

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DENSE TREES

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DENSE TREES

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COMFORT OMFORT STATION (824)

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COMFORT OMFORT STATION (823)

AutoCAD SHX Text

COMFORT OMFORT STATION (822)

AutoCAD SHX Text

COMFORT OMFORT STATION (821)

AutoCAD SHX Text

AutoCAD SHX Text C.S.

AutoCAD SHX Text

TBMH-23

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TBMH-24

AutoCAD SHX Text

TBMH-25

AutoCAD SHX Text

TBMH-26

AutoCAD SHX Text

TBMH-29

AutoCAD SHX Text

TBMH-27

AutoCAD SHX Text

TBMH-28

AutoCAD SHX Text

TBMH-33

AutoCAD SHX Text

TBMH-29A

AutoCAD SHX Text

TBP-24

AutoCAD SHX Text

TBP-25

AutoCAD SHX Text

TBP-26

AutoCAD SHX Text

TBP-27

AutoCAD SHX Text

TBP-28

AutoCAD SHX Text

TBP-29

AutoCAD SHX Text

TBP-33

AutoCAD SHX Text

TBP-30

AutoCAD SHX Text

TBP-29A

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6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text S

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

8"SL

AutoCAD SHX Text

8"SL

AutoCAD SHX Text

8"SL

AutoCAD SHX Text

8"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text 4"S

AutoCAD SHX Text

6"SL

AutoCAD SHX Text 4"S

AutoCAD SHX Text

TO TB

AutoCAD SHX Text S

AutoCAD SHX Text

TBMH-24A

AutoCAD SHX Text 4"S

AutoCAD SHX Text

FLOW

AutoCAD SHX Text C.O.

AutoCAD SHX Text S

AutoCAD SHX Text

MH 24A

AutoCAD SHX Text

COMFORT OMFORT STATION (825)

AutoCAD SHX Text

COMFORT OMFORT STATION (824)

AutoCAD SHX Text

COMFORT OMFORT STATION (823)

AutoCAD SHX Text

COMFORT OMFORT STATION (822)

AutoCAD SHX Text

AutoCAD SHX Text C.S.

AutoCAD SHX Text

TBMH-29

AutoCAD SHX Text

TBMH-27

AutoCAD SHX Text

TBMH-28

AutoCAD SHX Text

TBMH-30

AutoCAD SHX Text

TBMH-32

AutoCAD SHX Text

TBMH-31

AutoCAD SHX Text

TBMH-29A

AutoCAD SHX Text

TBP-28

AutoCAD SHX Text

TBP-29

AutoCAD SHX Text

TBP-33

AutoCAD SHX Text

TBP-32

AutoCAD SHX Text

TBP-31

AutoCAD SHX Text

TBP-30

AutoCAD SHX Text

TBP-29A

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6"SL

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6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text S

AutoCAD SHX Text

6"SL

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6"SL

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6"SL

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6"SL

AutoCAD SHX Text 4"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text 4"S

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text S

AutoCAD SHX Text

LAKE 175415

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MAINTAIN

AutoCAD SHX Text

SEWERLINE

AutoCAD SHX Text

CLB

AutoCAD SHX Text

CLB

AutoCAD SHX Text

AVR

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NOV 2022

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TEMPLE BAR

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LAKE MEAD NRA

AutoCAD SHX Text

TB2

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DATE:

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DESIGNED:

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TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

AutoCAD SHX Text 1274.53

AutoCAD SHX Text 80004

AutoCAD SHX Text

MOTEL

AutoCAD SHX Text

TBMH-17

AutoCAD SHX Text

TBMH-20

AutoCAD SHX Text

TBMH-21

AutoCAD SHX Text

TBMH-22

AutoCAD SHX Text

TBMH-23

AutoCAD SHX Text

TBP-18

AutoCAD SHX Text

TBP-20

AutoCAD SHX Text

TBP-21

AutoCAD SHX Text

TBP-22

AutoCAD SHX Text

TBP-23

AutoCAD SHX Text

TBP-24

AutoCAD SHX Text

8"SL

AutoCAD SHX Text

8"SL

AutoCAD SHX Text

8"SL

AutoCAD SHX Text 8"S

AutoCAD SHX Text

8"SL

AutoCAD SHX Text 6"S

AutoCAD SHX Text 8"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text 8"S

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 6"S

AutoCAD SHX Text V

AutoCAD SHX Text

SHADOW

AutoCAD SHX Text

SHADOW

AutoCAD SHX Text

MON TB-33

AutoCAD SHX Text

MOTEL

AutoCAD SHX Text

MOTEL

AutoCAD SHX Text

TBMH-18

AutoCAD SHX Text

TBMH-17

AutoCAD SHX Text

TBMH-19

AutoCAD SHX Text

TBMH-20

AutoCAD SHX Text

TBMH-21

AutoCAD SHX Text

TBP-17

AutoCAD SHX Text

TBP-18

AutoCAD SHX Text

TBP-19

AutoCAD SHX Text

TBP-20

AutoCAD SHX Text

TBP-21

AutoCAD SHX Text

TBP-22

AutoCAD SHX Text 8"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text 8"S

AutoCAD SHX Text 6"S

AutoCAD SHX Text

LAKE 175415

AutoCAD SHX Text

MAINTAIN

AutoCAD SHX Text

SEWERLINE

AutoCAD SHX Text

CLB

AutoCAD SHX Text

CLB

AutoCAD SHX Text

AVR

AutoCAD SHX Text

NOV 2022

AutoCAD SHX Text

TEMPLE BAR

AutoCAD SHX Text

LAKE MEAD NRA

AutoCAD SHX Text

TB3

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text

RANGER STATION 840

AutoCAD SHX Text

TBMH-10

AutoCAD SHX Text

TBMH-9

AutoCAD SHX Text

TBMH-8

AutoCAD SHX Text

TBMH-7

AutoCAD SHX Text

TBP-7

AutoCAD SHX Text

TBP-8

AutoCAD SHX Text

TBP-9

AutoCAD SHX Text

TBP-10

AutoCAD SHX Text

TBP-11

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text 6"S

AutoCAD SHX Text

TBMH-7

AutoCAD SHX Text

TBMH-6

AutoCAD SHX Text

TBMH-5

AutoCAD SHX Text

TBMH-4

AutoCAD SHX Text

TBP-4

AutoCAD SHX Text

TBP-5

AutoCAD SHX Text

TBP-6

AutoCAD SHX Text

TBP-7

AutoCAD SHX Text

TBP-8

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

6"SL

AutoCAD SHX Text

4"FM

AutoCAD SHX Text

6"FM

AutoCAD SHX Text 6"S

AutoCAD SHX Text S

AutoCAD SHX Text 6"S

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

LAKE 175415

AutoCAD SHX Text

MAINTAIN

AutoCAD SHX Text

SEWERLINE

AutoCAD SHX Text

CLB

AutoCAD SHX Text

CLB

AutoCAD SHX Text

AVR

AutoCAD SHX Text

NOV 2022

AutoCAD SHX Text

TEMPLE BAR

AutoCAD SHX Text

LAKE MEAD NRA

AutoCAD SHX Text

TB4

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD…

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