Attachment 4 Shell Falls Specs.pdf

Contract Specifications - Construction Documents Shell Falls Wayside, Bighorn County, Shell Falls, Wyoming Bighorn National Forrest, Medicine Wheel Ranger District

USFS Contract No.

12034320D0040

USFS Requisition No.

1084254

RPA Project No.

22351

Shell Falls Wayside Primary Power

MARCH

Prepared By:

Robert Peccia & Associates Helena, Kalispell, Bozeman, MT

Prepared For:

USDA

U.S. Forest Service Region Two

Intentionally Left Blank

Bighorn National Forest

Shell Falls Wayside Primary Power

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

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

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

061000 – Rough Carpentry

DIVISION 09 - FINISHES

099000 – Painting

DIVISION 10 - SPECIALITIES

101400 – Signs

DIVISION 22 - PLUMBING

221000.22 – Piping General

221100.22 – PVC Pipe -Small Diameter Pressure

221400.23 – Plumbing

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

231126 – Facility Liquefied Petroleum Gas Piping

DIVISION 26 – ELECTRICAL

260010 – Common Work Results for Electrical

260519 – Low-Voltage Electrical Power Conductors and Cables

260526 – Grounding and Bonding for Electrical Systems

260533 - Raceways and Boxes for Electrical Systems

260800 – Electrical Testing

262416 – Panelboards

262726 – Wiring Devices

262816 – Enclosed Switches and Circuit Breakers

263213 – Packaged Engine Generators

264200 – Solar Photovoltaics Systems

264213 – Cathodic Protection

DIVISION 31 – EARTHWORK

311000 – Site Clearing

312000 – Earth Moving

DIVISION 32 - EXTERIOR IMPROVEMENTS

321216 – Asphalt Paving

322070 – Aggregate Surface Course

322243 – Fence

322350 – Crushed Base Course

329300 – Cover Soil

329310 – Fertilizing and Seeding

329322 – Mulch

DIVISION 33 - UTILITIES

331419.22 – Water Treatment Valves

333219 – Wastewater Storage System

334303 – Precast Concrete Vaults

SHELL FALLS WAYSIDE 011000-1

BIGHORN 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 Bighorn

National Forest, Shell Falls Wayside addressing the site primary power supply.

The original wayside complex (visitors center, restroom, plaza, trails, etc.) was built primarily in 1976, coinciding with a 4.0 mile underground primary power line that provided 7200 volt power to the site. Original utility development upgrades were completed in 1997 and included robust water and wastewater systems. From about 2004 to 2006 additional site work upgrades occurred for the entrance road parking, the facility, and trails.

C. Some past power and wastewater system repair/replacement design work was conducted from about 2015 – 2018. These past projects were a response to problems that began to occur with the aging system. Primary problems are reportedly the failure of the wastewater treatment system in 2015 and power outages from breaks in the buried power line in 2018. This project aims to address these past problems and others more permanently, with a focus on on-site generated power, wastewater system revisions and water system reinstallation.

D. The power, water and wastewater improvements at the Shell Falls Wayside will be implemented in one Base Bid that is broken into four work schedules:

1. Mobilization

2. Site Water & Wastewater

3. Prefabricated Building

4. Power with PV Solar Panels, Battery Bank & Generator.

SHELL FALLS WAYSIDE 011000-2

The main Shell Falls Wayside project components in the Base Bid consist of:

mobilization, demolition, 252 SF prefabricated utility building, 1000 gallon buried propane tank, generator, photo voltaic (PV) solar array, battery bank, rehabilitate one (1) septic tank, rehabilitate five (5) wastewater holding tanks, water pump replacement, ultraviolet disinfection replacement, fencing, and revegetation.

E. The Shell Falls Wayside Site is in the Bighorn National Forest approximately 26 miles east of Greybull, and 69 miles west of Sheridan, along U.S. Highway 14 in Bighorn County, Wyoming.

1. The primary site work footprint (median between parking and Highway

14) is about 0.2 acres, and the lot size is greater than 640 acres.

2. No address is listed at the site. The zip code area is 82441.

3. The site legal description is the East ½ Section 7, T53N, R89W.

4. The acreage is owned by the US Government (USFS). The nearest non-forest service ground is about 1.5 miles to the southwest.

F. Historical Features are not applicable (NA) for this project. 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 Greybull Wyoming.

1.3 FIELD VERIFICATION

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

SHELL FALLS WAYSIDE 011000-3

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

SHELL FALLS WAYSIDE 011400-1

BIGHORN 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 wayside 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, and securing a permit from the USFS.

1.3 CONTRACTOR’S RESPONSIBILITIES

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

SHELL FALLS WAYSIDE 011400-2

BIGHORN 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

SHELL FALLS WAYSIDE 011500-1

BIGHORN 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:

SHELL FALLS WAYSIDE 011500-2

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:

SHELL FALLS WAYSIDE 011500-3

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

SHELL FALLS WAYSIDE 011700-1

BIGHORNI 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 Wyoming, Department of Workforce Services, Division of Labor Standards. 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.

SHELL FALLS WAYSIDE 011700-2

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

SHELL FALLS WAYSIDE 011700-3

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.

SHELL FALLS WAYSIDE 011700-4

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

SHELL FALLS WAYSIDE 012000-1

BIGHORN 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.

SHELL FALLS WAYSIDE 012000-2

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.

SHELL FALLS WAYSIDE 012000-3

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.

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.

SHELL FALLS WAYSIDE 012000-4

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.

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.

SHELL FALLS WAYSIDE 012000-5

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;

• 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: Demolition & Salvage

1. General: This bid item includes general site demolition and salvage shown on the Construction Drawings.

necessary to complete the work as specified;

• Site clearing & grubbing; topsoil salvage stockpiling for reuse;

• Miscellaneous salvage and demolition sitewide, primarily existing abandoned wastewater treatment system;

SHELL FALLS WAYSIDE 012000-6

• Remove existing fence;

• Remove existing wastewater system components, tanks, vaults etc.;

• Remove existing wastewater controls;

• Remove, salvage and protect equipment;

• Protect tanks to remain for reuse;

• Remove unused piping;

• Remove return flow piping (treatment system to septic tank), protect casing pipe for other uses;

• Remove existing water system components to be replaced.

3. Measurement: Measurement for Demolition & Salvage shall be as a lump sum (LS) quantity.

Proposal.

C. Base Bid Item #3: Wastewater System Rehabilitation

1. General: This bid item includes rehabilitating existing treatment system tanks and converting the tanks into holding tanks. Work also includes cleaning of existing 4” and 6” PVC sewer piping and tanks 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;

• Tank pumping, cleaning and documentation;

• Rehabilitate septic tank;

• Rehabilitate surge tanks;

• Rehabilitate treatment and clarifier tanks;

• Sewer piping connections between tanks;

• Existing tank boring and piping appurtenances;

• Pipe and transition piping, tank venting and thrust restraints where applicable;

• Pipe bedding, structural fill, compaction;

• Testing.

• Pipe cleaning;

• Tank cleaning;

• Tank and pipe testing;

• Steam cleaning;

SHELL FALLS WAYSIDE 012000-7

• Sediment removal and disposal;

• Floats, alarm system, electrical controls, mount in utility building;

• Alarm system tank connection;

• Alarm system testing;

• Pipe TV Camera and Testing.

• Earthwork & grading, salvage topsoil and reuse, revegetate disturbed area;

• Storm drainage control, erosion control;

3. Measurement: Measurement for Wastewater System Rehabilitation shall be as a lump sum (LS) quantity.

D. Base Bid Item #4: Water System Updates

1. General: This bid item includes updates to the existing water system in and near the existing water system control room, and water storage tank, as shown on the plan sheets and detail sheets of the Construction Drawings.

necessary to complete the work as specified;

• Equipment removal, misc. piping;

• Submersible water pump;

• Pump Motor Controls w Soft Start;

• Floats & alarms;

• UV Unit, controls, filters;

• Electrical service, pump, alarms, UV, water meter;

• Connect new equipment piping to existing piping;

• Regrading, revegetation;

• Cleaning, Disinfection, System testing.

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

E. Base Bid Item #5: Fencing

SHELL FALLS WAYSIDE 012000-8

1. General: This bid item includes installation of wood fence, gates, and appurtenances shown on the plans.

necessary to complete the work as specified;

• Utility locates and utility crossing coordination;

• Demolition of existing fence include in Demolition Item;

• Post hole excavation , backfill;

• Wood rails & posts;

• Gates, concrete, miscellaneous materials;

• Earthwork & grading, reclaim disturbed area.

3. Measurement: Measurement for Fencing shall be made by the lineal foot

(LF) installed as shown on the project plans.

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

F. Base Bid Item #6: Site Utilities

1. General: This bid item includes installation of the site utilities items including propane piping and wastewater alarm buried electrical 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;

• Alarm system buried electrical conduit and conductor cable, utility building to holding tanks;

• Electrical coordination;

• Power drops, pull boxes;

• Propane piping, tank to generator;

• Propane piping, tank to building;

• Propane connections, appurtenances;

• Trench excavation, backfill;

• Utility crossings as applicable;

• Earthwork & grading, reclaim disturbed area.

3. Measurement: Measurement for Site Utilities shall be as a lump sum (LS) quantity.

SHELL FALLS WAYSIDE 012000-9

G. Base Bid Item #7: Propane Tank

1. General: This bid item includes installation of the 1000 gallon propane tank and miscellaneous site items 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;

• Earthwork & grading;

• Tank mounding and bedding, compaction;

• 1000-gallon propane tank;

• Tank connection, venting;

• System testing;

• Access shroud, valving, gages, and appurtenances;

• Bollards;

• Cathodic protection;

• Earthquake valve;

• Fill the tank with propane;

• Revegetate disturbed area.

3. Measurement: Measurement for Propane Tank shall be as a lump sum

(LS) quantity.

H. Base Bid Item #8: Revegetation

1. General: This bid item includes general site revegetation with site preparation, fertilizer, seed, and mulch where disturbed by construction shown on the Construction Drawings.

necessary to complete the work as specified;

• Site clearing & grubbing; topsoil salvage stockpiling for reuse;

• Fine grading;

SHELL FALLS WAYSIDE 012000-10

• Topsoil placement;

• Fertilize;

• Seed:

• Mulch;

3. Measurement: Measurement for Revegetation shall be made by acre

(AC) installed.

4. Payment: Payment shall be by the nearest tenth (0.1) of an acre (AC) installed.

I. Base Bid Item #9: Site Preparation

1. General: This bid item includes preparing the utility building site area for construction of the building shown on the plan and detail sheets of the Construction Drawings.

necessary to complete the work as specified;

• Clear and grub site;

• Concrete demolition and removal;

• Testing and remove as necessary unsatisfactory soils encountered for building foundation;

• Excavation and structural backfill to necessary grades;

• Structural fill, compaction and testing;

• Earthwork & grading;

• Topsoil salvage and reuse, revegetate disturbed area;

• Storm drainage control, erosion control;

3. Measurement: Measurement for Site Preparation shall be as a lump sum

J. Base Bid Item #10: Utility Building

1. General: This bid item includes procurement and installation of the prefabricated utility building. This building is located near the

SHELL FALLS WAYSIDE 012000-11

wastewater holding tanks and solar array and houses the batteries and electrical components of the on-site power system.

necessary to complete the work as specified;

• Earthwork & grading;

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

• Building as specified with insulation, doors and ventilation;

• Crane as necessary for prefabricated building installation;

• Coordination for building venting and electrical components;

• Provide and install building mechanical components;

• Provide and install building electrical components;

• Equipment testing;

• Install building doors and venting,

• Painting, building signage;

• Base course gravel, backfill, compaction,

• Finished grading;

• Concrete slabs for driveway and generator, curbs, drain pads;

• Asphalt pavement, repairs

3. Measurement: Measurement for Utility Building shall be as a lump sum

K. Base Bid Item #11: PV Power, Battery Bank, Propane Generator

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;

• Equipment install;

• PV Solar Arrays, supports, covers;

• PV Controls;

SHELL FALLS WAYSIDE 012000-12

• Generator, controls;

• Piping from tank to generator & building;

• Electrical Service;

• Electrical service PV Building;

• Connect new power to existing power;

• Regrading, revegetation;

• System testing.

3. Measurement: Measurement for PV Power, Battery Bank, Propane Generator shall be as a lump sum (LS) quantity.

4. Payment: Payment shall be by the lump sum (LS) item listed on the Proposal.

END OF SECTION 012000

BASE BID ITEM DESCRIPTION

METHOD OF

MEASUREMENT

PAYMENT UNIT QUANTITY UNIT PRICE TOTAL

1 MOBILIZATION LSQ LS 1

2 DEMOLITION & SALVAGE LSQ LS 1

3 WASTEWATER SYSTEM REHABILITATION LSQ LS 1

4 WATER SYSTEM UPDATES LSQ LS 1

5 FENCING AQ LF 537

6 SITE UTILITIES LSQ LS 1

7 PROPANE TANK LSQ LS 1

8 REVEGETATION AQ EA 0.2

9 SITE PREPARATION LSQ LS 1

10 UTILITY BUILDING LSQ LS 1

11 PV POWER BATTERY BANK, PROPANE GENERATOR LSQ LS 1

SCHEDULE OF ITEMS

BIGHORN NF SHELL FALLS WAYSIDE POWER - QUANTITIES TABLE

BIGHORN NATIONAL FOREST

TOTAL BASE ITEMS

SHELL FALLS WAYSIDE 013100-1

BIGHORN 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:

SHELL FALLS WAYSIDE 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 minimally include representatives of the following parties:

a. Contracting Officer.

b. Contracting Officer’s Representative.

c. Contractor.

d. Major subcontractors.

e. Major suppliers.

f. Other concerned parties.

2. Agenda: Subjects for discussion shall include items of significance that could effect progress, including but not limited to the following:

a. Tentative construction schedule.

b. Critical work sequencing.

c. Designation of responsible personnel.

SHELL FALLS WAYSIDE 013100-3

d. Procedures for processing field decisions and Change Orders.

e. Procedures for processing Applications for Payment.

f. Distribution of Contract Documents.

g. Submittal of Shop Drawings, Product Data, and Samples.

h. Preparation of Record Documents.

i. Use of the premises.

j. Parking availability.

k. Office, work, and storage areas.

l. Equipment deliveries and priorities.

m. Safety procedures.

n. First aid.

o. Security.

p. Housekeeping and progress cleaning.

q. Working hours.

3. Reporting: No later than five (5) calendar days after the conference, the

Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.

B. Progress Meetings: The Contracting Officer's Representative shall conduct progress meetings at the Project Site at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request.

1. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

SHELL FALLS WAYSIDE 013100-4

2. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress.

Include topics for discussion as appropriate to the status of the Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on tie or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to insure that current and subsequent activities will be completed within the Contract Time.

b. Review the present and future needs of each entity present, including but not limited to the following:

1) Interface requirements.

2) Time.

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

13) Quality and work standards.

14) Change Orders.

15) Documentation of information for payment requests.

16) Updating of Record Documents.

SHELL FALLS WAYSIDE 013100-5

3. Reporting: No later than five (5) calendar days after each meeting, the Contractor shall distribute minutes of the meeting to each party present and to other concerned parties, including the Contracting Officer. Include a brief summary, in narrative form, of progress since the previous meeting and report.

4. Schedule Updating: The Contractor shall revise the Contractor's

Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

1.5 SUBMITTALS

A. Coordination Drawings: Comply with the shop drawing requirements specified in

Technical Specifications (Division 02 - 50) and Division 01 Section 013300 -

SUBMITTAL PROCEDURES.

B. Staff Names: Within 15 days of commencement of construction operations, submit a list of the Contractor’s principal staff assignments, including the superintendent and other personnel in attendance at the site; identify their duties and responsibilities; and their addresses and telephone numbers.

1. Post copies of the list in the Project meeting room, the temporary field office and each temporary telephone.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

2. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

SHELL FALLS WAYSIDE 013100-6

C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period.

Such conditions include but are not limited to the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Pollution and air contamination.

7. Water or ice.

8. Chemicals and solvents.

9. Light.

10. Radiation.

11. Puncture.

12. Abrasion.

13. Heavy traffic.

14. Soiling, staining, and corrosion.

15. Bacteria.

16. Rodent and inset infestation.

17. Combustion.

18. Electrical current.

SHELL FALLS WAYSIDE 013100-7

19. High-speed operation.

20. Improper lubrication.

21. Unusual wear or other misuse.

22. Contact between incompatible materials.

23. Destructive testing.

24. Misalignment.

25. Excessive weathering.

26. Unprotected storage.

27. Improper shipping or handling.

28. Theft or vandalism.

END OF SECTION 013100

SHELL FALLS WAYSIDE 013300-1

BIGHORN NF SUBMITTAL PROCEDURES

SECTION 013300

SUBMITTAL PROCEDURES

PART 1- GENERAL

A. This Section includes administrative and procedural requirements for submittals required for the performance of the work. Submittals include action type and administrative/informational submittals.

1. Action Submittals.

a. Product Data.

b. Shop Drawings.

c. Samples.

d. Request for Information (RFI).

e. Contractor quality control plan.

f. Construction indoor air quality plan.

g. Construction waste management plan.

2. Administrative/Informational Submittals.

a. Contractor’s construction schedule.

b. Schedule of Values.

c. Accident prevention plan.

d. Submittal schedule.

e. Staff names and responsibilities.

f. Contractor’s quality control daily construction reports.

g. Construction progress schedules.

h. Permits, licenses, and certificates.

SHELL FALLS WAYSIDE 013300-2

i. Applications for payment.

j. Performance and payment bond.

k. Insurance certificates.

l. List of subcontractors.

m. Test reports.

n. Field reports.

o. Manufacturer’s instructions.

B. See Division 1 Section "Closeout Procedures" for submitting Closeout Submittals, Warranties, Project Record Documents, Operation and Maintenance Manuals and “as built” drawings.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Officer’s (CO's) responsive action.

B. Administrative/Informational Submittals: Written information that does not require CO's approval. Submittals may be rejected for not complying with requirements.

C. Electronic Submittals: Where identified, transmit submittals in electronic (PDF) format to the CO and COR.

1. Electronic submittal process is not intended for color samples, color-charts, or physical material samples. For these items, submit actual items.

1.3 SUBMITTAL PROCEDURES

A. General: The following procedure requirements pertain to all submittals regardless of the method utilized for submission.

1. Review each submittal and check for compliance with the Contract

Documents. Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

2. Contracting Officer will not review submittals that do not bear

Contractor's approval stamp and will return them without action.

3. Submittals not required by the Contract Documents will not be reviewed

SHELL FALLS WAYSIDE 013300-3

and may be discarded.

4. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

a. Initial Review: Allow 10 working days for initial review of each submittal. Allow additional time if processing must be delayed permitting coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

b. If intermediate submittal is necessary, process it in same manner as initial submittal.

c. Allow 10 working days for processing each re-submittal.

d. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

B. Submittal Stamp: Electronic or ink stamp each submittal utilized for identification and including the following:

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 2 by 3 inches on label or beside title block to record Contractor's review and approval markings and action taken by

CO

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

SHELL FALLS WAYSIDE 013300-4

g. Drawing number and detail references, as appropriate.

h. Other necessary identification.

C. Electronic Submittal Procedures: Where identified,…