Attachment 3 Rexford Final CD Combined Spec 7 01 2025.pdf

Contract Specifications Final Construction Documents Rexford Bench Campground Complex. Lincoln County, Rexford, Montana Kootenai National Forest, Rexford Ranger District

USFS Contract No.

12034320D0040

USFS Requisition No.

1033761 & 1083730

RPA Project No.

21354 & 23350

Rexford bench campground complex water & sewer improvements april

Prepared By:

Robert Peccia & Associates Helena, Kalispell, Bozeman, MT

Prepared For:

USDA

U.S. Forest Service Region One

Rexford Bench Complex

Water and Wastewater Improvements

Final Construction Documents

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

011000 – Summary of Work

011400 – Work Restrictions

011500 – Hazardous Materials Requirements

011700 – Accident Prevention

012000 – Measurement and Payment

012500 – Utility Company Coordination

013100 – Project Management and Coordination

013300 – Submittal Procedures

014000 – Quality Requirements

015000 – Temporary Facilities and Controls

017419 – Construction Waste Management

017700 – Closeout Procedures

017823 – Operation and Maintenance Data

DIVISION 02 - EXISTING CONDITIONS

023150 – Septic System Abandonment

024119 – Selective Demolition

027600.24 – Sewer Cleaning

DIVISION 03 - CONCRETE

033000 – Cast-In-Place Concrete

037024 – Utility Building

DIVISION 09 - FINISHES

099000 – Painting

DIVISION 22 - PLUMBING

221000.22 – Piping General

221100.22 – PVC Pipe -Small Diameter Pressure

221400.23 - Plumbing

DIVISION 26 – ELECTRICAL – To be provided in CD phase from ACE Electrical

260519 – Low -Voltage Electrical Power Conductors and Cables

260526 – Grounding and Bonding for Electrical Systems

260533 – Raceways and Boxes for Electrical Systems

260553 – Identification for Electrical Systems

260923 – Lighting Control Devices

262416 – Panelboards

262713 – Electricity Metering

262726 – Wiring Devices

262813 - Fuses

262816 – Enclosed Switches and Circuit Breakers

262913 – Enclosed Controllers

265119 – LED Interior Lighting

DIVISION 31 – EARTHWORK

311000 – Site Clearing

312000 – Earth Moving

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 – Asphalt Paving

321274 – Aggregate Paths and Pads

322070 – Aggregate Surface Course

322335 – Road Reconditioning

322350 – Crushed Base Course

329300 – Cover Soil

329310 – Fertilizing and Seeding

329322 – Mulch

DIVISION 33 - UTILITIES

330522 – Horizontal Directional Drilling

331122 – HDPE Water & Wastewater Distribution Piping

331419.22 – Water Treatment Valves

333213.13 – Engineered Wastewater Pump Station

333219 – Wastewater Lift Station System

334303 – Precast Concrete Vaults

Intentionally Left Blank

REXFORD BENCH COMPLEX 011000-1

KOOTENAI NF SUMMARY OF WORK

SECTION 011000

SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. The intent of the contract is to provide for the complete construction of the project as described in the contract. The project requires the contractor to be responsible for supplying all labor, materials, equipment, miscellaneous items, freight, delivery, and all necessary valid licenses and permits required to complete work identified in the construction drawings and project specifications.

B. The US Forest Service (USFS) plans to make improvements at the Rexford

Campground Complex. The original campground complex (campgrounds, day use beach, boat ramp, trails, etc.) was built primarily in 1979 in conjunction with construction of the Libby Dam and creation of Lake Koocanusa. Original work was completed by the US Corps of Engineers. Both water and sewer are connected to the Town of Rexford systems through agreement with the USFS.

C. Some past wastewater system repair/replacement work has been completed. These past projects were a response to problems that began to occur with the aging system. Primary problems are reportedly the galvanized force mains are leaking and the Lift Station No. 1 has had operational and flooding issues. This project aims to address these past problems and others more permanently, with a water and wastewater focus.

D. Water & wastewater improvements at the Rexford Campground Complex will be implemented in one Base Bid and two Additive Alternate Items. Work also includes replacing the single-phase electrical power main with a 3-phase conversion. This will require Contractor coordination of electrical work with Lincoln Electrical COOP.

The main Rexford Bench Campground Complex project components in the Base Bid consist of about: 1687 LF 3-inch HDPE force main; 664 LF 1.5-inch force

REXFORD BENCH COMPLEX 011000-2

main; air relief vault; Boat Ramp Host site electrical, water, and wastewater (278 LF PVC sewer service) utilities; clean existing sewer 3889 LF 4 and 6-inch PVC gravity lines; repair 6-inch sewer (165 LF at 6 locations); two package lift stations; approach manhole; utility building; and flow meter vault. Additive Alternates (Optional Work Items) include 1) reconstruct existing RV Dump Station with all new components, earthwork, concrete formwork and flatwork, asphalt pavement, and electronic fee pay station; and 2) water system improvements with remote read flowmeter, electrical service, and water sample station.

E. Rexford Campground Complex is located about 8 road miles (~12 minutes) west of Eureka Montana. The campground entrance is off Highway 37 and Gateway Street. The boat ramp and day use areas are on the shores of Lake Koocanusa.

1. The campground footprint is about 120 acres, and the lot size is 217 acres.

The legal description is North ½ Section 12, Township 36N, Range 28W.

The acreage is owned by the US Government (USFS). Lake Koocanusa borders to the north, highway 37 is the south border, more USFS property borders to the east, and the west border is the town of Rexford and USFS more property.

2. The property address is 316 Rexford Bench Road, Rexford Montana, 59930.

3. The property Owner address is the USA, 1101 US Highway 2 West, Libby Montana, 59923.

F. The site may have features of historic significance, and possible archaeological and/or cultural significance. As necessary a Forest Service provided archaeologist will be available during excavation phases of the project to observe and record any findings. The Forest Service archaeologist will coordinate with the Contracting Officer (CO) and the Contractor may be required to stop work in the event of a historically and/or archaeologically significant finding.

1.2 MEALS AND LODGING

A. Meals and lodging are commercially available in Eureka, Montana.

1.3 FIELD VERIFICATION

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

B. Provide site survey and construction staking to assure installation of all project components including roads, parking areas, camp spurs, camp units, tent pads, paths, culverts, buildings, and utilities in accordance with the Drawings and Specifications. Provide all labor, equipment, instruments, materials, transportation and other incidentals necessary to complete the survey and construction staking in accordance with these specifications and acceptable engineering practice.

C. Provide record drawings of finished project.

1.4 PERMITS

A. Special permits for electrical work or any other permits required by County, State, or Federal laws or regulations shall be obtained by the Contractor.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011000

REXFORD BENCH COMPLEX 011400-1

KOOTENAI NF WORK RESTRICTIONS

SECTION 011400

WORK RESTRICTIONS

PART 1-GENERAL

1.1 USE OF PREMISES

A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb por-tions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to immediate area of work

2. Government Access: Allow for Government access to Project site. Main-tain areas for access and use by public visitors as directed by Contracting Officer (CO).

3. The campground site will be closed to public during construction.

B. Maintain access to existing highway parking, trails, walkways, lake corridors, and other adjacent used facilities. Do not close or obstruct theses accesses, or other occupied or used facilities without written permission from Government and au-thorities having jurisdiction.

1.2 WORK RESTRICTIONS

A. Nonsmoking Building: Smoking is not permitted within the buildings or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

B. Sanitary Facilities: Use of on-site Government sanitary facilities will not be per-mitted. Contractor shall provide temporary sanitary facilities for the duration of the project.

C. Overnight camping on the Site will be permitted, subject to the conditions of the Ranger District. Secure a permit from the USFS.

1.3 CONTRACTOR’S RESPONSIBILITIES

A. Contractor is responsible for all site safety and security.

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KOOTENAI NF WORK RESTRICTIONS

B. The CO will designate areas on the site for material storage, stockpiling, and tem-porary storage buildings. Confine storage of materials to areas as approved by the

CO.

C. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

D. Submit project record drawings prior to project closeout and final payment.

PART 2- PRODUCTS (NOT USED)

PART 3- EXECUTION (NOT USED)

END OF SECTION 011400

REXFORD BENCH COMPLEX 011500-1

KOOTENAI NF HAZARDOUS MATERIALS REQUIREMENTS

SECTION 011500

HAZARDOUS MATERIALS REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes general administrative requirements and procedures in the event hazardous materials are discovered during the project.

1.2 SUBMITTALS

A. Material Safety Data Sheets (MSDS): Retain copies on site of all material safety data sheets for all applicable products, including but not limited to: paints, adhesives, mastics, solvents and finishes, etc. used during the construction work.

Furnish copies of all MSDS’s to the Government upon request and include in the Project Record Document submittal.

B. Certification: Submit written certification that no asbestos-containing materials or hazardous materials have been used or incorporated in the new Work. Submit certification prior to Final Completion.

1.3 QUALITY ASSURANCE

A. No known asbestos containing materials are located in the buildings or on-site.

Contractor is responsible for reviewing the existing construction documents of the original building at the project site and becoming familiar with any hazardous materials in the work areas.

1.4 PROJECT/SITE CONDITIONS

A. If hazardous materials are discovered during the construction period; immediately notify the Contracting Officer. Abatement measures will be taken by the Government under separate contract. The Contractor shall coordinate sequencing and scheduling with that of the hazardous materials abatement work.

B. Hazard Communication Requirements: Comply with mandatory federal rules and regulations concerning Hazardous Communication, specifically for those regulations contained in 29 CFR 1910.1200 Hazard Communication.

1. Contractor working at sites under the control of the Government shall make available to the CO, upon request, copies of the Hazard Communi-cation Program used by their firm. In addition to this requirement, all reg-ulations to Multi-employer workplaces shall be adhered to. These regula-tions are found in 29 CFR 1910.1200, (e) (2) (i) through (e) (4) specifi-cally:

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a. (e) (2) Multi-employer workplaces. Employers who produce, use or store hazardous chemicals at a workplace in such a way that em-ployees of other employer(s) may be exposed (for example, em-ployees of a construction contractor working on a site) shall addi-tionally ensure that the hazard communication programs developed and implemented under paragraph (e) include the following:

1) (3) (2) (i) The methods the employer will use to provide the other employer(s) with a copy of the material safety data sheet, or to make it available at a central location in the workplace, for each hazardous chemical the other em-ployer(s)’ employees may be exposed to while working;

2) (e) (2) (ii) The methods the employer will use to inform the other employer(s) of any precautionary measures that need to be taken to protect employees during the work-place’s normal operating conditions and in foreseeable emergencies; and,

3) (e) (2) (iii) The methods the employer will use to inform the other employer(s) of the labeling system used in the workplace.

b. (e) (3) the employer may rely on an existing hazard communica-tion program to comply with these requirements, provided that it meets the criteria established in this paragraph (e)

c. (e) (4) The employer shall make written hazard communication program available, upon request, to employees, their designated representatives, the Assistant Secretary and the Director, in accord-ance with the requirements of 29 CFR 1910.1200 (e).

2. The referenced regulations were excerpted from 29 CFR 1910.1200. This excerpt shall not be relied upon for compliance with mandatory federal, state and local regulations. Comply with all such regulations and shall be solely liable for insuring that all requirements under applicable regulations are met.

PART 2 – PRODUCTS – (NOT APPLICABLE)

PART 3 – EXECUTION

3.1 EXAMINATION:

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A. Stay alert to the possibility that the work may uncover asbestos base containing materials, lead based paint, or other hazardous materials. If suspected materials are found, notify the CO and stop all work in the area immediately. If the sus-pected materials prove to contain asbestos, lead based paint or other hazardous materials the Government will arrange to have the materials abated in a timely manner.

END OF SECTION 011500

REXFORD BENCH COMPLEX 011700-1

KOOTENAI NF ACCIDENT PREVENTION

SECTION 011700

ACCIDENT PREVENTION

1.1 DESCRIPTION

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

B. Contractor is responsible for all site safety. All construction methods and procedures shall be in compliance with the State of Montana, Department of Labor, Division of Labor Standards and Safety. Contractor is responsible for complying with current OSHA rules and regulations at all times during the term of this Contract.

1.2 SUBMITTALS

A. Accident Prevention Plan: Before on-site work begins, submit a company approved accident prevention plan. This plan will be posted in the contract file. Design the plan to address Federal, State, and Local Occupational Safety and Health requirements that apply to this project. No progress payments will be processed until the plan is received. As a minimum the plan shall include:

1. Name, position title and contact information of company executive responsible for approving the Accident Prevention Plan.

2. Name and contact information of supervisor responsible to carry out the plan.

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, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

4. Contingency plans for emergency situations such as medical, fire, hazard material spills and other contract assessed hazard prevention and abatement requirement needs that apply to this project.

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

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

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D. Submit a brief report of safety meetings and of inspections.

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

1.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions: 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 employees are physically qualified to perform assigned duties in a safe manner.

2. To as great an extent as possible, 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. Individually test newly hired operators 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. Within 7 calendar days of a reportable accident, fill out and forward to the CO a CA-1 form, which may be obtained from CO.

B. All Other Accidents: Report all other accidents to the CO as soon as possible and assist the CO 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

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A. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

PART 3 – EXECUTION

3.1 EMERGENCY INSTRUCTIONS

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

3.2 ESCAPE ROUTES

A. Provide and maintain adequate escape routes at all times in accordance with the Life Safety Code (NFPA 101-91). No corridor, aisle, stairway, door, or exit shall be obstructed or used in a manner that interferes with escape routes.

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 CO so the CO may attend. Use these meetings 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 plan.

The CO will enter the results of the meetings into the government’s daily log.

3.5 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. Designate a hard hat area. Post the hard hat area in a manner satisfactory to the CO.

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 two 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.

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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.

END OF SECTION 011700

REXFORD BENCH COMPLEX 012000-1

KOOTENAI NF MEASUREMENT AND PAYMENT

SECTION 012000

MEASUREMENT AND PAYMENT

A. The intent of this section is to explain, in general; what is and what is not included in a contract item; the limits or cut-off points where one item ends, and another begins; and method of measurements and basis of payment for work items listed in the Schedule of Items.

B. Work: Furnishing all labor, materials, equipment, and other incidentals necessary to successfully complete the project or any portion of it and carrying out all duties and obligations imposed by the contract on the Contractor.

C. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications and as shown on the drawings.

D. Measurement and payment for contract work shall be made only for and under those pay items included in the Schedule of Items. All other work and materials shall be considered incidental or as included in the payment for items shown.

1.2 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

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4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions.

Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

1.3 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

REXFORD BENCH COMPLEX 012000-3

8. Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

PART 2 - METHOD OF MEASUREMENT

2.1 GENERAL

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. LUMP SUM QUANTITIES (LSQ). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall be measured complete and in-place.

2. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

3. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

• As a result of changes in the work authorized by the CO.

• As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

• As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

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4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

PART 3 – DEFINITION OF CONTRACT ITEMS

3.1 SCHEDULE OF ITEMS

A. The project Schedule of Items includes several sections to organize the contract items into Base (Bid) Items and Additive Alternates (Optional Items). When a pay item is described as a Base Item, the description will be the same when that item or a similar item is included as an Optional Item. Provide item pricing for all items listed in the Schedule of Items. Contract award will be made for all Base Items. Those items listed as Optional Items will be awarded based on available project funding. The Optional Items are not listed in priority order and may be awarded in any combination of individual items.

B. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of or in addition to the prices submitted in the Bid Proposal. All work not specifically set forth as a pay item in the Bid Proposal shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid.

3.2 DEFINITION OF BASE BID ITEMS

A. Base Bid Item #1: Mobilization.

1. General: This bid item shall include mobilization, bonding, insurance and submittals; all materials, equipment, labor and incidentals required to perform all operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

2. Work Included:

• All labor, tools, equipment, materials, and incidentals necessary to complete the work as shown and specified;

• Transport and set up all equipment, materials and other items needed to complete the project;

• Site safety signage, access coordination, site security, traffic control, staging area preparation and reclamation;

• Bonding and Insurance and construction permitting;

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• Provide all submittals, the construction schedule, and other paperwork required prior to construction start up.

3. Measurement: Measurement for mobilization shall be one lump sum (LS) item.

4. Payment: Payment shall be by the lump sum (LS) item listed on the Proposal. Payment of this bid item will be allowed once the Contractor is fully mobilized, all submittals are received, and bond and insurance certificates have been submitted and approved; thereon 100% payment will be allowed (subject to 5% withholding). This bid item may not exceed five percent (5%) of the total base bid.

B. Base Bid Item #2: Sewer Pressure Pipe 1.5” (GSP & HDPE)

1. General: This bid item includes installation of 1.5” GSP and HDPE sewer piping and appurtenances shown on the plan and profile sheets and as detailed in the general detail sheets of the Construction Drawings.

necessary to complete the work as specified;

• Pipe trenching;

• Demolition;

• Pipe abandonment or removal and disposal;

• Earthwork and storm drainage, salvage topsoil and reuse, erosion control;

• Horizontal directional drilling;

• HDPE distribution piping;

• GSP piping, bridge conduit;

• Pipe bedding and backfill;

• Trench plugs, utility crossings as applicable;

• Butt weld joints and valves, transition assemblies;

• Earthwork & grading, revegetate disturbed area;

• Some items do not apply when the pipe is installed with the HDD method.

3. Measurement: Measurement for Sewer Pressure Pipe 1.5” (GSP & HDPE) shall be made by the lineal foot (LF) piping installed as shown on the project plan and profiles.

4. Payment: Payment shall be by the Lineal Foot (LF) of item installed.

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C. Base Bid Item #3: Sewer Pressure Pipe 3” (HDPE)

1. General: This bid item includes installation of 3” HDPE sewer piping and appurtenances shown on the plan and profile sheets and as detailed in the general detail sheets of the Construction Drawings.

necessary to complete the work as specified;

• Pipe trenching;

• Demolition;

• Pipe abandonment or removal and disposal;

• Earthwork and storm drainage, salvage topsoil and reuse, erosion control;

• Horizontal directional drilling;

• HDPE distribution piping;

• Pipe bedding and backfill;

• Trench plugs, utility crossings as applicable;

• Butt weld joints and valves, transition assemblies;

• Earthwork & grading, revegetate disturbed area;

• Some items do not apply when the pipe is installed with the HDD method.

3. Measurement: Measurement for Sewer Pressure Pipe 3” (HDPE) shall be made by the lineal foot (LF) piping installed as shown on the project plan and profiles.

D. Base Bid Item #4: Gravity Sewer Pipe - 6” Repairs

1. General: This bid item includes repairs of existing 6” PVC sewer piping shown on the plan and profile sheets and as detailed in the general detail sheets of the Construction Drawings.

necessary to complete the work as specified;

• Pipe trenching;

• Demolition;

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• Pipe removal and disposal;

• Earthwork and storm drainage, salvage topsoil and reuse, erosion control;

• PVC replacement piping;

• Pipe bedding and backfill;

• Trench plugs, utility crossings as applicable;

• Transition assemblies;

• Earthwork & grading, revegetate disturbed area;

• Pipe Testing.

3. Measurement: Measurement for Gravity Sewer Pipe – 6 “ Repairs shall be made by the lineal foot (LF) piping installed (replaced) as shown on the project plan and profiles.

E. Base Bid Item #5: Clean Existing Gravity Sewer Lines

1. General: This bid item includes cleaning of existing 6” PVC sewer necessary to complete the work as specified;

• Pipe cleaning

• Steam cleaning;

• Sediment removal and disposal;

• Earthwork and storm drainage, salvage topsoil and reuse, erosion control;

• Manhole cleaning and documentation;

• Septic tank cleaning and documentation;

• Pipe TV Camera and Testing.

3. Measurement: Measurement for Clean Existing Gravity Sewer Lines shall be made by the lineal foot (LF) piping cleaned and documented (TV camera) as shown on the project plan and profiles.

F. Base Bid Item #6: Utility Crossings (Roads)

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1. General: This bid item includes installing casing utility crossings for utilities (water sewer, electrical, storm, etc.) shown on the plan and profile sheets and as detailed in the general detail sheets of the Construction Drawings. Work may not apply where HDD employed.

necessary to complete the work as specified;

• Pipe casing, insulator, end seal;

• Sediment removal and disposal;

• Earthwork and storm drainage, salvage topsoil and reuse, erosion control;

• Cathodic protection;

• Location marking..

3. Measurement: Measurement for Utility Crossings (Roads) shall be made by the lineal foot (LF) pipe casing installed and as shown on the project plan and profiles.

G. Base Bid Item #7: Air / Vac Release Vault

1. General: This bid item includes installation of air/vacuum release valves and appurtenances shown on the Construction Drawings.

necessary to complete the work as specified;

• Earthwork & grading, revegetate disturbed area;

• Manhole vault; MH components, link seals; installation;

• Air relief valving and appurtenances, check valves, valves, painting, cleanouts, coatings, backflow prevention, locator wire penetrations, conduit and connections, odor controls;

• Pipe and transition piping; bedding and thrust restraints where applicable;

• Pipe bedding; structural fill, washed gravel;

• Testing.

3. Measurement: Measurement for Air / Vac Release Vault shall be for each

(EA) air / vac release vault installed.

REXFORD BENCH COMPLEX 012000-9

4. Payment: Payment shall be made at the contract unit price bid for each (EA) bid item installed.

H. Base Bid Item #8: Demo & Approach Manhole

1. General: This bid item includes site demolition to remove the existing lift station #1 and replacement with the new approach manhole and appurtenances shown on the Construction Drawings.

necessary to complete the work as specified;

• Site demo, old lift station #1 removal and disposal;

• Earthwork & grading, revegetate disturbed area;

• Dewatering, shoring as necessary;

• Approach Manhole; components; installation;

• Splash guard drop piping, carbon venting, grout, link seal;

• Pipe and transition piping; bedding and thrust restraints where applicable;

• Pipe bedding; structural fill;

• Testing.

3. Measurement: Measurement for Demo & Approach Manhole shall be as a lump sum (LS) quantity.

Proposal.

I. Base Bid Item #9: Gravity Sewer Main & Misc

1. General: This bid item includes installation of new 6” PVC sewer general detail sheets of the Construction Drawings. Location is from the Approach Manhole (AMH) to the new Lift Station #1

(LS1).

necessary to complete the work as specified;

• Pipe trenching;

• Demolition;

REXFORD BENCH COMPLEX 012000-10

• Reinstall 4” PVC piping from the existing restroom to the

AMH;

• Pipe removal and disposal;

• Miscellaneous piping, utility conflicts and repairs as necessary;

• Potable water piping repairs / replacement (<2”);

• Earthwork and storm drainage, salvage topsoil and reuse, erosion control;

• PVC replacement piping;

• Pipe bedding and backfill;

• Trench plugs, utility crossings as applicable;

• Transition assemblies;

• Earthwork & grading, revegetate disturbed area;

• Pipe Testing;

• Pipe bollards at LS1.

3. Measurement: Measurement for Gravity Sewer Main & Misc. shall be made by the lineal foot (LF) of the 6” gravity PVC sewer piping installed as shown on the project plan and profiles. Other related items are incidental and not paid separately.

J. Base Bid Item #10: Package Lift Station #1

1. General: This bid item includes installation of the Romtec (OAE) package lift station, duplex pumps, wastewater floats, level alarm and miscellaneous site items shown on the plan and profile sheets and as detailed in the general detail sheets of the Construction necessary to complete the work as specified;

• Earthwork & grading, revegetate disturbed area;

• Base course, compaction;

• Dewatering, shoring as necessary;

• Lift Station Vault; components; installation;

• Valve and control Vault; components; installation;

• Valves, floats , appurtenances;

• Remote read flow meters;

• Locking aluminum hatches;

• Coordination with building installation of lift station pumps equipment controls;

REXFORD BENCH COMPLEX 012000-11

• Relocating existing electrical components;

• Pipe and transition piping; bedding and thrust restraints where applicable;

• Pipe bedding; structural fill;

• Testing.

• Floats, alarm system, electrical, post;

• Tank connection, venting;

• System testing;

• Revegetate disturbed area.

3. Measurement: Measurement for Package Lift Station #1 shall be as a

K. Base Bid Item #11: Utility Building

1. General: This bid item includes procurement, site prep and installation of the prefabricated concrete utility building as provided by Missoula Precast (OAE). This building is located near the Lift Station #1 and houses the electrical components of the lift station controls.

necessary to complete the work as specified;

• Earthwork & grading;

• Excavation, grading and base aggregate and compaction for building;

• Crane for building installation;

• Coordination for building venting and electrical components;

• Provide and install building mechanical components;

• Provide and install building electrical components;

electrical 3-phase service;

• Equipment testing;

• Install building doors and venting, Painting;

• Building signage;

• Base course gravel, backfill, compaction,

• Finished grading;

REXFORD BENCH COMPLEX 012000-12

3. Measurement: Measurement for Utility Building shall be as a lump sum (LS) quantity.

L. Base Bid Item #12: Repave Parking

1. General: This bid item shall include the asphalt pavement at the boat ramp parking area that is disturbed by the construction (SST, Lift Station, Host Piping) and to provide access to the nearby vault toilet as shown on the plans.

2. Work Included:

• All labor, tools, equipment, materials, royalties and incidentals necessary to complete the work as specified;

• Asphalt pavement includes all paved areas including the parking area;

• Pavement removal and disposal, grading, base course gravel, compaction;

• The TON conversion is 1.97 TON / CY;

• Provide all load tickets;

• A 3” hot mix asphalt pavement thickness is to be installed on the prepared surface course aggregate as specified;

• Include testing, submittals, proof rolling,

• Applying a tack coat;

• Compaction rolling;

• Pavement striping (directional arrows & parking);

• Site cleanup, waste management.

3. Measurement: Measurement shall be made by the Square foot (SF) of Asphalt Pavement installed. Measurement shall be made to the nearest

SF.

4. Payment: Payment shall be by the SF item listed on the Proposal for the Asphalt Pavement installed.

M. Base Bid Item #13: Package Lift Station #2

1. General: This bid item includes installation of the Orenco (OAE) package lift station, pump, wastewater floats, level alarm and miscellaneous site items shown on the plan and profile sheets and

REXFORD BENCH COMPLEX 012000-13

as detailed in the general detail sheets of the Construction necessary to complete the work as specified;

• Site Demo

• Earthwork & grading, revegetate disturbed area;

• Excavation & Backfill;

• Base course, compaction;

• Dewatering, shoring as necessary;

• Utility Conflicts

• 4” gravity Sewer;

• Lift Station Vault; components; installation;

• Pump;

• Valve and control Vault; components; installation;

• Valves, floats , appurtenances;

• Dose counter and run time meter;

• Pipe and transition piping; bedding and thrust restraints where applicable;

• Pipe bedding; structural fill;

• Testing.

• Floats, alarm system, electrical;

• Connections, venting;

• System testing;

• Electrical service relocation.

3. Measurement: Measurement for Package Lift Station #2 shall be as a

N. Base Bid Item #14: Boat Ramp Host Utilities

1. General: This bid item includes installation of sewer piping at the host site, the host sewer surface connection, and miscellaneous site items shown on the plan and profile sheets and as detailed in the necessary to complete the work as specified;

REXFORD BENCH COMPLEX 012000-14

• Abandon Exist Septic Tank & Drainfield;

• Repair Potable Water Distribution - <2 inch;

• Sewer Service - 6 inch PVC from Host to LS1;

• Host Utility Pad, aggregate;

• Repair Electrical Service – Site;

• Repair Phone Service – Site;

• Repave Disturbed Host Parking Area;

• Earthwork & grading;

• PVC Pipe, trench excavation, pipe bedding, compaction;

• Mechanical coupling;

• Sewer surface connection piping and appurtenances;

• Drain rock, base course;

• Concrete footing and slab, rebar;

• Accessible pad and access;

• Revegetate disturbed area;

• Water pipe disinfection.

3. Measurement: Measurement for Boat Ramp Host Utilities shall be made as a lump sum quantity.

4. Payment: Payment shall be by the Lump Sum (LS) of item listed on the proposal.

O. Base Bid Item #15: Lincoln Electric COOP

1. General: This bid item includes contracting for installation of buried 3-phase power by Lincoln Electric COOP and appurtenances to the Lift Station #1. See additive alternate for separate buried power runs to the RV dump site and water supply improvements.

necessary to complete the work as specified;

• Power company coordination, permitting;

• Demolition;

• Trench excavation , backfill;

• Conductor cable, conduit;

• 3-phase power to the site;

• Utility crossings as applicable;

• Power drops, pull boxes;

• Panel upgrades, breakers;

• Transformers, meter bases

REXFORD BENCH COMPLEX 012000-15

• Earthwork & grading, reclaim disturbed area.

3. Measurement: Measurement for Lincoln Electric COOP shall be as a

3.3 OPTIONAL ITEMS – ADDITIVE ALTERNATES

A. Additive Alternate Item #1: RV Dump Station

1. General: This bid item shall include the replacement of the existing RV dump station at the campground entrance as shown on the plans.

2. Work Included:

• All labor, tools, equipment, materials, royalties and incidentals necessary to complete the work as specified;

• Demolition of exist RV dump station, pavement, concrete, piping and equipment;

• Earthwork and storm drainage, excavate, grading, topsoil salvage, erosion control, culvert and riprap;

• Base course gravel, Subgrade prep, geotextile fabric;

• Sewer connection to existing tank, gravity sewer reinstallation from drains

• Concrete slab, curbs drain pads, bollards

• Water service kits, water piping, valve vaults, curb boxes, valves

• RPZ backflow prevention;

• Automated fee stations, Sanistar (OAE)

• Asphalt pavement, access loop

• Pavement removal and disposal, grading, base course gravel, compaction;

• The TON conversion is 1.97 TON / CY;

• Provide all load tickets;

• A 3” hot mix asphalt pavement thickness is to be installed on the prepared surface course aggregate as specified;

• Include testing, submittals, proof rolling,

• Applying a tack coat;

• Compaction rolling;

• Signage;

• Site utilities, power connection;

• Pavement striping (directional arrows & parking);

• Site cleanup, waste management;

• Revegetation.

• Water pipe disinfection, REXFORD BENCH COMPLEX 012000-16

• System testing.

3. Measurement: Measurement for RV Dump Station shall be as a lump sum (LS) quantity.

B. Additive Alternate Item #2: Water Supply Improvements

1. General: This bid item includes revisions to the existing water system in and near the existing water meter vault, as shown on the plan sheets and detail sheets of the Construction Drawings.

necessary to complete the work as specified;

• Remote read flowmeter, flowmeter installation;

• Post Mount, readout, enclosure;

• Electrical Service;

• Electrical service water meter;

• Water Sample Station, foundation, gravel, drainage;

• Water service to sample station;

• Existing vault boring and piping appurtenances;

• Connect new piping to existing piping;

• Regrading, revegetation;

• Disinfection, system testing.

3. Measurement: Measurement for Water Supply Improvements shall be as a lump sum (LS) quantity.

END OF SECTION 012000

Insert Bid Schedule

BASE BID ITEM DESCRIPTION

METHOD OF

MEASUREMENT

PAYMENT UNIT QUANTITY UNIT PRICE TOTAL

1 MOBILIZATION LSQ LS 1

2 SEWER PRESSURE PIPE - 1.5" (GSP & HDPE) AQ LF 662

3 SEWER PRESSURE PIPE - 3" (HDPE) AQ LF 1,687

4 GRAVITY SEWER PIPE - 6" REPAIRS AQ LF 165

5 CLEAN EXISTING GRAVITY SEWER LINES AQ LF 3,889

6 UTILITY CROSSINGS (ROADS) AQ LF 322

7 AIR / VAC RELEASE VAULT AQ EA 1

8 DEMO & APPROACH MANHOLE LSQ LS 1

9 GRAVITY SEWER MAIN & MISC AQ LF 124

10 PACKAGE LIFT STATION #1 LSQ LS 1

11 UTILITY BUILDING LSQ LS 1

12 REPAVE PARKING AQ SF 4,339

13 PACKAGE LIFT STATION #2 LSQ LS 1

14 BOAT RAMP HOST UTILITIES LSQ LS 1

15 LINCOLN ELECTRIC COOP LSQ LS 1

ADDITIVE ALTERNATES

(OPTIONAL ITEMS)

1 RV DUMP STATION LSQ LS 1

2 WATER SUPPLY IMPROVEMENTS LSQ LS 1

SCHEDULE OF ITEMS

REXFORD BENCH CAMPGROUND COMPLEX WATER & WASTEWATER QUANTITIES TABLE

KOOTENAI NATIONAL FOREST

TOTAL BASE ITEMS

TOTAL BASE PLUS ADDITIVE ALTERNATES

TOTAL OPTIONAL ITEMS

REXFORD BENCH COMPLEX 012500-1

KOOTENAI NF UTILITY COMPANY COORDINATION

SECTION 012500

UTILITY COMPANY COORDINATION

A. The work of this section consists of coordination with utility companies for connection to their systems. For the Rexford project 3-phase power needs to be routed to the site to replace the existing buried single phase power. This work was preliminarily coordinated with the local power supplier Lincoln Electric Coop. The Contractor is responsible for coordinating and paying for the buried 3 phase power through Lincoln Electric.

B. Related work specified elsewhere

C. Section 015000 – Temporary Facilities and Controls

D. Section 017700 – Closeout Procedures

1.2 COORDINATION

A. Electrical: Coordinate electrical utility work with Lincoln Electric Cooperative, 406-889-3301.

B. Where work by a utility company is required in conjunction with construction, such as installation of cable by a utility company in a common trench with other utilities to be installed by the Contractor, the Contractor is solely responsible for contacting the utility company to coordinate any and all work required by the utility provider.

1.3 PAYMENT TO UTILITY COMPANIES

A. Payment to Utility Companies:

1. Where work is to be performed by the utility company that requires payment to the utility company, payment will be made by the Contractor. Include an allowance for Lincoln Electric Coop to install the 3-phase power to the site. See attached correspondence with Lincoln Electric Coop.

2. Where the Contractor identifies the need for work by the utility company that requires payment and no known contractual arrangement by Government and utility company has been made in advance, the Contractor shall immediately notify the Contracting Officer.

REXFORD BENCH COMPLEX 012500-2

1.4 INSPECTION

A. Comply with utility company requirements for inspections before final connection is made.

1.5 PERMITS

A. Applications for utility connection have been completed by the Government. And the resulting Line Extension Letter and Service Agreement are attached.

Contractor is responsible for updating the correspondence and payment.

PART 2 – PRODUCTS – NOT USED

PART 3 – EXECUTION – NOT USED

ATTACHMENTS

REXFORD BENCH COMPLEX 012500-3

REXFORD BENCH COMPLEX 012500-4

REXFORD BENCH COMPLEX 012500-5

END OF SECTION 012500

REXFORD BENCH COMPLEX 013100-1

KOOTENAI NF PROJECT MANAGEMENT AND COORDINATION

SECTION 013100

PROJECT MANAGEMENT AND COORDINATION

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Conservation.

3. Conferences and meetings.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work. Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

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

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

3. Accommodate items scheduled for later installation.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, reports and meeting minutes as part of the memoranda.

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

REXFORD BENCH COMPLEX 013100-2

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

1.3 CONSERVATION

A. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials.

1.4 CONFERENCES AND MEETINGS

A. Preconstruction Conference: The Contracting Officer shall schedule a preconstruction conference before starting construction at a time and place convenient to the Contractor. Conference shall review responsibilities and personnel assignments.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall…