Attachment 1-Statement of Work (SOW).pdf

PSICC FY25 UTILITY BUILDINGS - SPECIFICATIONS

UNITED STATES

DEPARTMENT OF

AGRICULTURE

FOREST SERVICE

REGION 2

PIKE - SAN ISABEL

NATIONAL FORESTS &

CIMARRON AND

COMANCHE NATIONAL

GRASSLANDS

PIKES PEAK,

LEADVILLE, AND

SOUTH PLATTE

RANGER DISTRICTS

SEPTEMBER 2024

PSICC FY25 Utility Buildings

Statement of Work

PSICC FY24 VAULT TOILETS - SPECIFICATIONS

INDEX OF DRAWINGS AND SPECIFICATIONS

PSICC FY25 UTILITY BUILDINGS

LIST OF DRAWING SHEETS:

G-01 COVERSHEET

G-02 VICINITY MAP, ESTIMATED QUANTITIES & PROJECT DESCRIPTION

S-01 SITE PLAN

D-01 MONUMENT FIRE CENTER BUILDING ELEVATIONS

LIST OF SPECIFICATIONS:

INDEX OF DRAWINGS AND SPECIFICATIONS

DIVISION 0 – PROJECT INFORMATION

SECTION 000102 – PROJECT INFORMATION

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 010150 – GENERAL REQUIREMENTS

SECTION 010250 – DEFINITION OF ITEMS, MEASUREMENT AND PAYMENT

DIVISION 13 – SPECIAL CONSTRUCTION

SECTION 139000 – PREFABRICATED UTILITY BUILDINGS

DIVISION 0 – PROJECT INFORMATION

SECTION 000102

PROJECT INFORMATION

PART 1 – GENERAL

1.1 PROJECT IDENTFICATION

A. Project Name: PSICC FY25 UTILITY BUILDINGS.

B. Intent of Contract: The intent of the contract is to provide for the construction and completion of the work described below. The precise details of performing the work are not stipulated, except as considered essential for the successful completion of the work. Furnish all labor, material, equipment, tools, transportation, and supplies necessary to complete the work according to the contract.

C. Location Directions

1. MONUMENT FIRE CENTER, From Monument, CO, travel south on Mitchell Ave for 0.5 miles. Turn right onto Mt Herman Rd. Travel west for 1.5 miles and take a left onto Schilling Ave.

In approx. 1 mile arrive at the project location.

D. Contracting Officer (CO)’s Project Number: N/A

E. The Owner, hereinafter referred to as Contracting Officer (CO):

UNITED STATES DEPARTMENT OF AGRICULTURE FOREST

SERVICE

F. Contracting Officer’s Representative (COR): Corey Lewenkamp

1. Agency: Forest Service

2. Address: 30403 Kings Valley Dr Suite 2-115

3. City, Sate, Zip: Conifer, CO 80433

4. Phone: 719-744-7196

5. Email: Corey.Lewenkamp@usda.gov

1.2 NOTICE TO PROSPECTIVE OFFERORS

A. These documents constitute a request for proposal from Contractors for the completion of the project described below.

B. Basis of Award: One contract will be awarded to the responsive and responsible offeror based on the solicitation and award criteria.

C. Other Related Documents and Drawings

1. Drawings

2. Schedule of Items

1.3 PROJECT SCHEDULE

A. Work Sites: Cellular service may not be available at each site, and potable water and electrical power are not available. Snow or road conditions may preclude or restrict site access. The contractor shall plan accordingly.

B. Work Hours: The contractor may only work Monday through Friday 8:00 a.m.

to 5:00 p.m. Work will not be allowed on Saturdays, Sundays, or federal holidays.

C. Work Schedule: Contractor proposals shall include preliminary delivery dates for the items. Once a contract is awarded, the successful offeror shall provide a detailed project schedule within 10 days of notice to proceed that allows at least 30 calendar days for review and coordination prior to the start of any production activities. Due to high altitude and weather conditions, all deliveries shall be assumed to be no sooner than May 15, 2025, and no later than September 15, 2025.

The government reserves the right to adjust the scheduled work start date without a change in cost to the government. Work schedules that do not meet the timeline requirements will be considered and shall not be a basis for disqualification of offers.

D. Period of Performance: It is anticipated that manufacturing will begin approximately in the Spring of 2025 with installation occurring in the Fall of 2025. The total period of performance allowed for completion of all contracted activities shall be from the date of the award until 9/15/2025. Final project acceptance is dependent upon satisfactory completion of all contract work activities. *NOTE* all dates are subject to approval based on moratorium.

1.4 BASIS OF DESIGN

A. Basis of design for the utility buildings are the below models from Missoula Concrete Construction. Model specified for each site in SOI, Drawings and in the project description.

1. McDonal Peak (10’ x 12’), https://www.missoulaconcrete.com/utility-buildings

2. Granite Peak (10’ x 18’), https://www.missoulaconcrete.com/utility-buildings

1.5 PROJECT DESCRIPTION,

A. The work shall consist of supplying, delivering, and installing an accessible precast concrete Granite Peak (10’ x 18’), or approved equivalent, utility building at Monument Fire Center. All pad prep such as excavation and backfill shall be completed by the government. Buildings are to be shipped assembled or assembled on-site by the contractor. Building assembly shall not be the responsibility of the government. Each utility building shall be complete with:

1. Simulated stone and simulated wood siding exterior walls, see drawings

2. Insulated wall panels (minimum R10 rating)

3. Double doors (72” wide by 80” tall)

4. Simulated wood shake gable roof

5. A louvered door vent

6. Up to (3) 12” diameter floor penetrations shall be provided, final locations to be coordinated during the shop drawing process

7. Coloring to match historic buildings, see drawings

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 010150

GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Work for this project requires the contractor to be responsible for supplying all transportation, labor, materials, equipment, utilities, miscellaneous items, freight and delivery and all necessary valid licenses for the installation of prefabricated reinforced concrete utility buildings. No permits related to the building placement are required.

1.2 LOCATION

A. This project location is listed in the Drawings attached to this package.

B. All sites are accessible by driving to the location, though seasonal precipitation may affect vehicle access.

1.3 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the sites is above 5,280 feet above mean sea level.

The project sites will only be reliably available from May until the first snow fall. If the site and its access are frozen or muddy, work shall not proceed. The construction site experiences snowfall, high winds, hail, lightning, and cold and hot temperatures.

B. The contractor shall be responsible for verifying all existing site conditions, access requirements, and necessary scope of work to accomplish the building deliveries prior to submitting proposals.

1.4 USE OF PREMISES

A. Use of Site: Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Full Government Occupancy: Except as defined in “Work Restrictions” in this section, the government will occupy the site and buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations.

1.5 CONTRACTOR’S RESPONSIBILITIES

A. Ensure all utility buildings are installed in the locations specified. Exact locations will be staked by the government after receipt and approval schedule from the contractor.

B. Furnish and install new, clean pre-fabricated concrete utility buildings as approved by the government, per these Specifications, and per the manufacturer’s instructions.

C. Ensure each new utility building is shipped assembled or assembled on-site by the contractor. Building assembly shall not be the responsibility of the government.

PART 2 – ACCIDENT PREVENTION

2.1 DESCRIPTION

A. This section consists of establishing an effective accident prevention plan and providing a safe environment for personnel.

2.2 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. Notice to proceed will not be made 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. Submit a brief report of safety meetings and of inspections within 7 days of the meeting or inspection. Include a list of attendees.

2.3 ACCIDENT REPORTING

A. Accidents: Report accidents immediately to the CO and COR and assist the CO and other officials as required in the investigation and documentation of the accident.

2.4 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the type of construction at the site. The sites are remote, and emergency services are limited and not timely.

2.5 PERSONNEL PROTECTIVE EQUIPMENT

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

2.6 EMERGENCY INSTRUCTIONS

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

2.7 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.

2.8 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.

2.9 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. Designate and post a hard hat area.

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.

2.10 TRAINING

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

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage.

Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 3 – SUBMITTAL PROCEDURES

3.1 DESCRIPTION

A. This section includes administrative, procedural, and construction schedule requirements for submittals.

3.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires

Contracting Officer’s (CO's) responsive action.

B. Informational Submittals: Written information that does not require CO's approval.

C. Contractor shall use Primavera Submittal Exchange, a cloud service, for exchanging submittals or for an approved equal product.

3.3 PROCEDURES

A. 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.

1. 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.

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

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

4. 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. Identification: Stamp each submittal with a uniform approval stamp. Place a permanent label or title block on each submittal for identification.

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.

g. Drawing number and detail references, as appropriate.

h. Other necessary identification.

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

D. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

E. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

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

Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

G. Approval Stamp: Stamp each submittal with a uniform, approval stamp.

Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

H. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

I. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

J. Submittals may be submitted to the CO using electronic documents and files by email or by any other means designated by the CO.

3.4 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual

Specification Sections.

1. Number of Copies: Submit four copies or one electronic pdf copy of each submittal, unless otherwise indicated. CO will return two copies if hard copies are submitted. Mark up and retain one copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Requests for Information (RFI’s): Immediately on discovery of the need for additional information or interpretation of the Contract Documents, prepare and submit an RFI in electronic form.

1. RFI’s submitted by entities other than the Contractor shall not be accepted.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

3. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

b. Project number.

c. Date.

d. Name of Contractor.

e. Name of Contracting Officer.

f. RFI number, numbered sequentially.

g. RFI subject.

h. Specification Section number and title and related paragraphs, as appropriate.

i. Drawing number and detail references, as appropriate.

j. Field dimensions and conditions, as appropriate.

k. Contractor's suggested resolution. If Contractor's solution(s) impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

l. Contractor's signature.

m. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

1) Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

4. CO's Action: CO will review each RFI, determine action required, and respond. Allow seven (7) working days for CO's response for each RFI. RFIs received by CO after 1:00 p.m. will be considered as received the following working day.

a. CO's action may include a request for additional information, in which case CO's time for response will date from time of receipt of additional information.

b. CO's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to

Contracting Section "Contract Modification Procedures."

1) If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify CO in writing within 10 days of receipt of the RFI response.

5. On receipt of CO's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify CO within seven days if Contractor disagrees with response.

6. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following:

b. Name and address of Contractor.

c. Name and address of Contracting Officer.

d. RFI number including RFIs that were dropped and not submitted.

e. RFI description.

f. Date the RFI was submitted.

g. Date CO's response was received.

h. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

i. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.

D. Contractor Quality Control Submittals: Provide electronic Quality

Control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality-control submittals as required under other Sections of the Specifications.

1. Certifications: Where other Sections of the Specifications require certification that a product, material or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements.

a. Signature: Signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company.

2. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Division 01 Section “Quality Requirements."

E. Contractor Quality Control Plan: Comply with requirements specified in Division 01 Section “Quality Requirements.” Provide in electronic format.

F. Application for Payment: Comply with requirements specified in the

Contract Clauses and Division 01 Section “Definition of Items & Measurement and Payment”. Provide in electronic format.

3.5 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other

Specification Sections.

1. Number of Copies: Submit two copies or one electronic pdf of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

B. Contractor’s Quality Control Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at the site, and submit in electronic format to the CO at weekly intervals:

1. List of subcontractors at the site.

2. Approximate count of personnel at the site.

3. High and low temperatures, general weather conditions.

4. Accidents and unusual events.

5. Meetings and significant decisions.

6. Stoppages, delays, shortages, and losses.

7. Meter readings and similar recordings.

8. Emergency procedures.

9. Orders and requests of governing authorities.

10. Change Orders received, implemented.

11. Services connected, disconnected.

12. Equipment or system tests and startups.

13. Partial Completions, occupancies.

14. Substantial Completions authorized.

C. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturers. Provide in electronic format.

3.6 CONSTRUCTION SCHEDULE

A. General: This section includes preparation and submittal of

Construction Schedules. Submit Construction Schedules.

1. Number of Copies: Submit two copies or one electronic pdf of each submittal, unless otherwise indicated. CO will not return copies.

B. Procedures:

1. Within ten calendar days after date of Notice to Proceed, submit a detailed Schedule setting forth requirements for complete execution of the work. Provide schedules in electronic format.

a. Include a written summary narrative to explain basis of approach to work.

b. Include all pertinent details, such as mobilization and installation.

2. With each Progress Payment Request, submit an Updated

Construction Schedule reflecting work progress to the end of the Progress Payment Request period. On each Updated Construction Schedule indicate:

a. Actual start dates for work items started during the report period.

b. The percent complete on activities that have actual start dates.

c. Actual completion dates for work items completed during report period.

d. Estimated remaining duration for work items in progress.

e. Estimated start dates for work items scheduled to start during month following report period.

f. Changes in duration of work items.

C. Schedule Requirements:

1. Schedule contract work and monitor progress using a Critical Path Method (CPM) or similar type scheduling system.

2. Clearly indicate sequence of construction activities, grouped by base items.

a. For each item show the start and completion of work items, their major components, and interim milestones.

b. Identify and show activities for procurement, delivery, and installation of equipment and materials.

c. Identify interdependence of procurement and construction activities.

d. Identify dates for testing and inspections.

3. Prepare construction Schedule to complete the Work within the contract time requirement.

D. Reviews: The government will review and return the initial Construction Schedule submittal and subsequent schedules with comments. If revisions are noted or required, make revisions based upon comments and resubmit the Schedule.

PART 4 – TEMPORARY FACILITIES AND CONTROLS

4.1 DESCRIPTION

A. This section consists of requirements for temporary facilities and controls, including utilities, support facilities, and security and protection facilities.

B. No camping on site is allowed.

4.2 UTILITIES

A. Telephone Service: Limited cell service is available on site. The Contractor is responsible for providing telephone service deemed necessary for the duration of the construction.

4.3 CONSTRUCTION WASTE DISPOSAL

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

B. Cleanup construction debris at the completion of each day’s work. Do not use existing on-site trash receptacles for disposal or interim storage of construction debris.

C. Burning of construction debris is not allowed on lands administered by the Forest Service.

D. Haul out and dispose construction debris at an established Sanitary Landfill.

4.4 STAGING AND SUPPORT FACILITIES INSTALLATION

A. Staging: An area at the project site will be made available for use as a staging area. Coordinate size and location of staging area with Contracting Officer and COR prior to storing materials. Security and clean-up of staging and support facilities is the responsibility of the Contractor.

B. Storage: Confine storage of materials to storage areas. Coordinate on-site storage requirements with the Contracting Officer and COR.

4.5 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Fire Protection:

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

3. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

PART 5 – EXECUTION REQUIREMENTS

5.1 DESCRIPTION

A. This section consists of general procedural requirements governing execution of the Work including, but not limited to, the following:

1. General installation of products.

2. Progress cleaning.

3. Protection of installed construction.

4. Correction of the Work.

5.2 EXAMINATION

A. Existing Conditions: Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.

B. Acceptance of Conditions: Examine areas, and conditions, with

Installer. Record observations.

1. Examine roughing-in for electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

5.3 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly.

B. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

5.4 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

B. Comply with manufacturer's written instructions and recommendations for installing products.

C. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

D. PROGRESS CLEANING

1. General: Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

2. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

3. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

4. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.

E. Site: Maintain Project site free of waste materials and debris.

F. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

G. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted.

5.5 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed

Work is without damage or deterioration at time of Substantial Completion.

5.6 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 6 – OPERATIONS AND MAINTENANCE MANUALS

6.1 DESCRIPTION

A. This Section consists of administrative and procedural requirements for operation and maintenance manuals.

6.2 SUBMITTALS

A. Submit one manual in final form at least 15 working days before final inspection.

B. Submit a complete electronic file to Submittal Exchange Program at least 15 working days before final inspection.

6.3 OPERATION AND MAINTENANCE MANUALS

A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

1. Include operation and maintenance data required in individual Specification Sections and as follows:

a. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures, and sequence of operations.

b. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, maintenance and service schedules for preventive and routine maintenance, and copies of warranties and bonds.

B. Content: Include operation and maintenance data required in individual Specification Sections and equipment descriptions, operating standards, operating procedures, operating logs, wiring and control diagrams, and license requirements.

C. Descriptions: Include the following:

1. Product name and model number.

2. Manufacturer's name.

3. Equipment identification with serial number of each component.

4. Equipment function.

5. Operating characteristics.

6. Complete nomenclature and number of replacement parts.

D. Source Information: For each product, list name, address, and telephone number of Installer or supplier.

E. Operating Procedures: Include startup, break-in, and control procedures;

stopping and normal shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and required sequences for electric or electronic systems.

F. Maintenance Procedures: For each system, subsystem, and piece of equipment not part of a system, include manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, drawings and diagrams for maintenance, nomenclature of parts and components, and recommended spare parts for each component part or piece of equipment.

G. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.

H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation.

Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

PART 7 – CLOSEOUT PROCEDURES

7.1 DESCRIPTION

A. This section consists of administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Final cleaning.

7.2 FINAL COMPLETION

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

1. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance.

On receipt of request, the CO or COR will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

7.3 FINAL CLEANING

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

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

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

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

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

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

D. Comply with safety standards for cleaning. Do not burn waste materials.

Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems.

Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 010150

SECTION 010250

DEFINITION OF ITEMS

AND

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general; what is and what is not included in each 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:

1. Furnishing all transportation, 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:

1. 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, as shown on the drawings, and as staked in the field.

2. 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 contractor shall perform, or cause to be performed, all measurement of quantities of materials incorporated into the work processes that are to be measured under the provisions of the contract.

B. Quantity Measurements:

1. The Contractor shall make all measurements for computation of quantities for all work items except those specified for payment by Lump Sum Quantity

(LSQ).

2. All Contractor measurements are subject to verification.

3. The Contractor shall submit all field notes, calculation sheets, and other data used to determine quantities.

4. The Contractor shall certify in writing as to the accuracy of the measurements and computations submitted.

1.3 DEFINITION OF PROPOSDED ITEMS

A. Schedule of Items

1. The project Schedule of Items (see attachment) summarizes the scope of work.

2. Item descriptions are listed below. Refer to the attached Schedule of Items for identification of all items.

B. Item No. 1

1. Description: Monument Fire Center

a. Measurement and Payment: Lump Sum Quantity (LSQ): The contract lump sum price as shown in the Schedule of Items includes all preparatory work and operations necessary for the transportation of building to the site, movement of personnel, equipment, supplies, and incidentals to the project site, installation, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work.

(Note: excavation, backfill, and final grading to be completed by the government.)

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:

B. LUMP SUM QUANTITIES (LSQ)

1. 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 not be measured.

END OF SECTION 010250

DIVISION 13 – SPECIAL CONSTRUCTION

SECTION 139000

PREFABRICATED UTILITY BUILDINGS

PART 1 – GENERAL

1.1 SCOPE

This specification covers the construction and placing of prefabricated utility buildings.

PART 2 – SPECIFICATIONS

2.1 SPECIFICATIONS

A. ASTM C33 Concrete Aggregates

B. ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete Specimens

C. ASTM C143 Method of Test for Slump of Concrete D. ASTM C150 Standard Specification for Portland Cement E. ASTM C192 Method of Making and Curing Test Specimens in the Laboratory F. ACI 1211.1 Recommended Practice for Selecting Proportions for Normal and

Heavyweight Concrete G. PCI MNL 116 Quality Control for Plants and Production of Precast Prestressed

Concrete Products H. AWS D1.1 Structural Welding Code

PART 3 – DESIGN

3.1 DESIGN CRITERIA

Prefabricated utility buildings shall be designed to meet the following criteria.

Calculations and Engineer’s stamped drawings shall be available upon request by the government and are for their sole and specific use only. The design criteria are to ensure that the structure not only will withstand the forces of nature listed below but to provide protection from vandalism and other unforeseen hazards. Basis of design are the following models from Missoula Concrete Construction or approved equal. McDonald

Peak and Granite Peak. https://www.missoulaconcrete.com/utility-buildings

A. Structural Design

1. Building structural design shall be in accordance with International Building Code, latest adopted version including local amendments, including snow, wind, and earthquake loading provisions.

B. Tolerances

1. Tolerances will be within the limits dictated by the PCI Quality Control and Assurance Manual.

PART 4 – MATERIALS

4.1 CONCRETE GENERAL

A. Concrete:

1. Concrete shall be composed of Portland cement, fine aggregate, coarse aggregate, air entraining agent, coloring and water mixed in proportions to produce concrete which will have a minimum compressive 28-day strength of 5,000 P.S.I.

2. Type: ASTM C150 Type I/II or Type III, use one brand of cement throughout project.

B. Water: Potable

C. Air-entrained admixtures will conform to ASTM C260. Water reducing admixtures will conform to ASTM C494, Type A. Plasticizing admixtures will conform to ASTMC 1017. Other admixtures will not be used without government approval.

4.2 COLORED CONCRETE

A. Color additives will conform to ASTM C979. A 6"x12"x2" color sample will be available for government approval.

B. The following will contain colored concrete:

a. Utility building roof panels

b. Building walls

c. The sample brand and type of color additive will be used throughout the manufacturing process.

d. All ingredients will be weighted and the mixing operation will be adequate to ensure uniform dispersion of the color.

4.3 COLD WEATHER CONCRETE

A. Cold weather concrete placement will be in accordance with ACI 306.

B. Concrete will not be placed if ambient temperature is expected to be below 35 degrees F. during the curing period unless heat is readily available to maintain the surface temperature of the concrete at least 45 degrees F.

C. Materials containing frost or lumps of frozen materials will not be used.

4.4 HOT WEATHER CONCRETE

The Temperature of the concrete will not exceed 80 degrees F. at the time of placement and when the ambient temperature reaches 90 degrees F. The concrete will be protected with moist covering.

4.5 CONCRETE REINFORCEMENT

A. All reinforcing steel will conform to ASTM A615. All welded wire fabric.

will conform to ASTM A185.

B. All reinforcement will be new, free of dirt oil. Paint, grease, and loose mill scale and loose or thick rust when placed.

C. Details not shown on drawings or specified will be to ACI 318.

D. Steel reinforcement will be centered in the cross-sectional area of the walls and will have at least 1" of cover on the under surface of the floor and roof.

E. The maximum allowable variation for center-center spacing of reinforcing steel will be 1/2".

F. Full lengths of reinforcing steel will be used when possible.

G. Reinforcing bars will be bent cold.

H. Diagonal reinforcement will be placed around all openings.

4.6 SEALERS AND CURING COMPOUNDS

A. Curing compounds, if used, will be odorless, complying with ASTM C309 type I or I-D.

B. Weatherproofing sealer for exterior of building will be clear, low gloss, water based acrylic sealer (Dayton-Superior J-24).

4.7 CAULKING, GROUT, ADHESIVE AND SEALER

A. All caulking will remain flexible and non-sag at temperatures from 50 to 140 degrees Fahrenheit.

B. Interior joints will be caulked with white TITEBOND Ultimate MP C. Exterior joints will be caulked with a siliconized acrylic caulk that closely matches the exterior concrete color (by SASHCO). Roof ridge will be black TITEBOND Ultimate MP

D. Epoxy concrete adhesive will be two components: rigid and nonsag gel adhesive for bonding to dry or damp surfaces, moisture insensitive.

E. Portland cement mortar will consist of one part Portland cement, two parts sand and enough water to make a workable mixture.

4.8 PAINT

A. All paints and materials will conform to all Federal specifications or be similar "top-of-the-line- components". Paints will be lead free.

a. Inside concrete surfaces:

i. Interior Floors will be Rust-Oleum, Industrial Coatings 9100 series2-part solvent based epoxy, Color: Gray (www.roddapaint.com)

ii. Interior walls and ceiling will be Rodda Master Painter Zero, White Base 4536015 Interior semi-gloss, Color: White.

(www.roddapaint.com) Followed by anti-graffiti sealer (if requested).

b. Metal surfaces both inside and out:

i. Door will be Rodda Porsalite Semigloss Interior/Exterior

Alkyd Enamel, Neutral Base 74 5004 1 custom matched to Rust-Oleum 7754 Anodized Bronze (www.roddapaint.com).

Door frame will be Rust-Oleum 7754 Anodized Bronze

c. Exterior concrete surfaces:

i. Exterior walls will be Rodda CoverCoat XL Premium Acrylic

Latex, Neutral Base 41 1104 5, Velvet Flat Latex Color:

Varies. (www.roddapaint.com) Followed by anti- graffiti sealer (if requested).

ii. Simulated shake roof will be boiled linseed oil thinned 10% with paint thinner.

4.9 STEEL DOORS

A. Doors will be flush panel type 1-3/4" thick, minimum 18 gauge prime coated steel panels with minimum 16 gauge internal bracing channels with rigid insulated core.

B. Door frames will be knockdown or welded type, single rabbet, minimum 16 gauge prime coated steel width to suit wall thickness. Three (3) rubber door silencers will be provided on latch side of frame.

4.10 DOOR HINGES

A. Door hinges will be 3 per door with dull chrome plating 4 1/2"x 4 1/2", adjustable. tension automatic-closing for each door.

4.11 DOOR HARDWARE

A. Lockset will meet ANSI AI 56.2 Series 4000, Grade 1 cylindrical lockset for exterior doors.

B. Lever handle both inside and out.

C. Non-locking passage lever and separate deadbolt lock (“Yale” or “Best” brand. Government furnished core).

D. U.S. 26D finish.

4.12 DOOR OR WALL LOUVERS

A. Door louver will be fixed, inverted split Y, non-vision, 18 gauge cold rolled steel with a factory prime coat equal to FDLS series.

B. Wall louver will be HEAVY DUTY KICK PROOF VENT by Romtec, Roseburg, OR.

4.13 DOORSTOP (OPTIONAL)

A. Doorstop will have a cast metal base, US 26D finish, and hook latch for holding the door in the open position.

4.14 DOOR SWEEP

A. Door sweep will be provided at the bottom of door and will be an adjustable brush type, or rubber as requested by the government.

4.15 THRESHOLD

A. Threshold will be extruded aluminum of a thickness to provide a maximum clearance of 3/8” between threshold and bottom of door.

4.16 WINDOWS

A. Windows frames will be constructed from steel.

B. Window glazing will be 1/4" thick LEXAN polycarbonate.

PART 5 – MANUFACTURE

5.1 MIXING AND DELIVERY OF CONCRETE

Mixing and delivery of concrete will be in accordance with ASTM C94, section 10.6 through 10.9 with the following additions.

A. Aggregate and water will be adjusted to compensate for differences in the saturated surface-dry conditions.

B. Concrete will be discharged as soon as possible after mixing is complete. This time will not exceed 30 minutes.

5.2 PLACING AND CONSOLIDATING CONCRETE

Concrete will be consolidated by the use of mechanical vibrators. Vibrations will be sufficient to accomplish compaction but not to the point that segregation occurs.

5.3 FINISHING CONCRETE

A. Interior floor and exterior slabs will be floated and troweled until all marks are removed. A light broom finish will be applied to the exterior and interior slabs for a non-slip finish.

B. All exterior building walls and exterior screen walls will be a barnwood texture, unless otherwise specified.

C. All exterior surfaces of the roof panels will be cast to simulate a cedar shake roof, unless otherwise specified. The underside of the overhang will have a smooth finish.

5.4 CRACKS AND PATCHING

A. Cracks in concrete components that are judged to affect the structural integrity of the building will be rejected.

B. Small holes, depressions and rock pockets will be patched with a suitable material. The patch will match the color, finish and texture of the surrounding surface.

C. Patching will not be allowed on defective areas if the structural integrity of building is affected.

5.5 CURING AND HARDENING CONCRETE

A. Concrete surfaces will not be allowed to dry out from exposure to hot, dry weather during the initial curing period.

B. Curing compounds will not be used on interior walls as they will prevent paint adhesion.

PART 6 – FINISHING AND FABRICATION

6.1 STRUCTURAL JOINTS

A. All welding will be by Certified Welders only (in accordance with AWS D1.1).

B. Wall components will be joined together with 2 welded plate pairs at each joint. Weld plates will be anchored into the concrete panels and welded together with a continuous weld.

C. Walls and roof will be joined with weld plates, 2-1/2"x5", at each building corner.

D. The joint between the floor slab and walls will be joined with a grout mixture on the inside. a matching colored caulk on the outside and two weld plates 6" long per wall.

6.2 PAINTING

A. An appropriate curing time will be allowed before paint is applied to concrete.

B. Some applications may require acid etching. A 30% solution of hydrochloric acid will be used, flushed with water and allowed to thoroughly air dry.

C. Painting will not be done outside in cold, frosty or damp weather.

D. Painting will not be done outside in winter unless the temperature is 50 degrees Fahrenheit or higher.

E. Painting will not be done in dusty areas.

F. Schedule of finishes:

a. Inside concrete surfaces

i. Inside floors will be 2 coats of 2-part water based epoxy.

ii. Interior walls and ceiling will be one coat primer / filler and 2 coats of white water based acrylic emulsion.

b. Metal surfaces both inside and out

i. 1 coat primer and 2 coats of enamel

c. Exterior concrete surfaces

i. Exterior slab will be 1 coat of clear sealer.

ii. Stained enhanced exterior walls will be 1 coat of pure acrylic water repellent penetration stain in the same color as the walls or roof followed by 1 coat of clear acrylic sealer.

PART 7 – QUALITY CONTROL AND INSPECTION

7.1 PRE-POUR INSPECTION

A. Check all panel measurements including diagonals (must be within ¼ inch).

B. Check rebar spacing and clearance.

C. Check location of all embeds.

7.2 CONCRETE TESTING

A. The following tests will be performed on concrete used in the manufacture prefabricated concrete utility buildings. Testing will only be performed by qualified individuals who have been certified ACI Technician Grade 1.

Sampling will be in accordance with ASTM C172.

a. The slump of the concrete will be performed on the first batch of concrete in accordance with ASTM C143. This slump will be in the 3"-5" range for mixes with normal water reducing agents, and 3”-7” range for super plasticized mixes.

b. The air content of the concrete will be checked per ASTM C231 on the first batch of concrete. The air content will be in the range of 4%-6%.

c. The compressive strength of the cylinders will be tested to ASTM C39.

d. Test cylinders will be taken from each other batch.

i. 1 cylinder will be tested prior to removal of forms and must be at 2,500 psi or higher.

ii. 1 cylinder represents 7 day strength

iii. 2 cylinders will represent 28 day strength and must be 4,500 psi or greater.

7.3 AFTER FORM REMOVAL INSPECTION

A. Recheck panel dimensions.

B. Verify that all embeds remained in place.

C. Look for all cracks or blemishes that may cause rejection.

D. Assure that panels are properly yarded and blocked.

PART 8 – QUALITY CONTROL AND INSPECTION

8.1 SCOPE OF WORK

A. Work specified under this Section includes excavation, backfill and placement of prefabricated utility buildings.

8.2 MATERIALS

A. Bedding material to be sand or 3/4" minus crushed or screened aggregate.

8.3 LOCATION AND ACCESS TO THE SITE

It is the responsibility of the government to locate the structure in area that provides safe and reasonable access for trucks and equipment.

A. The area must be free of overhead or underground obstructions.

B. Care must be taken to not place excavated material in the area where the crane must be positioned.

C. Verify that bridges/culverts enroute to the site are rated for HS-20…