SOW_Drawings_Bid_Sheet_Wage_Rate_Clauses.pdf

UNITED STATES DEPARTMENT

OF THE INTERIOR

FISH AND WILDLIFE SERVICE

(Region 3)

SPECIFICATIONS

for the

POND 20 PUMP WATERLINE AND ELECTRICAL CONNECTIONS

at the

NEOSHO NATIONAL FISH HATCHERY

NEOSHO, MISSOURI

Prepared by the

U.S. Fish & Wildlife Service Infrastructure Management Division

5600 American Blvd. West, Suite 900 Bloomington, Minnesota 55437

Page J - 1

PART III, SECTION J

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

INDEX

TECHNICAL PROVISIONS/SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01100 SUMMARY OF THE WORK

DIVISION 2 – SITE CONSTRUCTION

SECTION 02071 SELECTIVE DEMOLITION & STAGING

SECTION 02317 EXCAVATION, TRENCHING, AND BACKFILL

SECTION 02630 WATER PIPING

DIVISION 15 – MECHANICAL

SECTION 15095 VARIABLE SPEED DRIVE

EXISTING PUMP INFORMATION

DIVISION 16 – ELECTRICAL

SECTION 16000 ELECTRICAL REQUIREMENTS

DIVISION 1 SECTION 01100

GENERAL REQUIREMENTS SUMMARY OF THE WORK

01100-1

PART 1 – GENERAL

1.1 Project Title: Pond 20 Pump Waterline and Electrical

Connections at the Neosho National Fish Hatchery.

1.2 Work Under These Specifications: The Fish & Wildlife

Service is requesting proposals to design and install waterlines and electrical connections for the proposed pump to be installed in pond 20 at the Neosho National Fish Hatchery. The Hatchery is planning to install a 2 HP submersible pump and screens in Pond 20 at the existing concrete kettle.

The Hatchery needs the contractor to design and install a 4” waterline to transport the water from pond 20 to the existing rearing building that is located to the west of pond 20. The proposed waterline shall enter the building and connect to the existing water supply for the rearing tanks.

The Hatchery shall also need the Contractor to design and install electrical service to run the 2 HP, 3 phase pump. The existing 3 phase electrical service panel is located within the existing building located to the west of pond 20. The contractor shall make connections to the existing service panel and run new conduit to exit the building and then underground to a new junction box to be installed on the concrete kettle. The Contractor shall install wiring in the conduit and make connections to the submersible pump.

A new pump controller shall also be designed and installed to allow for variable speed pump control.

At the same time, the FWS would like to make additional improvements as shown on the attached drawings. All work shall also be completed in accordance with the attached specifications and drawings.

This work shall not be measured for payment and shall be paid for on a lump sum basis, complete.

1.3 Location And Inspection Of Site

A. The work site is located at the Neosho National

Fish Hatchery in Neosho, Missouri as shown on the included drawings. The mailing address is shown on

01100-2 the Solicitation, Offer, and Award (Standard Forms 1442 or, 18 block 9) as attached to this Invitation.

B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the site(s) of the proposed work and to assess the location(s) and extent of the work prior to submitting bids/quotes. Persons may inspect the work site by contacting the Hatchery Manager. All questions regarding the scope of work shall be presented in writing to the Contract Officer.

1.4 Specifications and Drawings for Construction

A. The successful bidder will be provided, upon request, up to 5 sets of additional half size prints of the contract drawings as necessary for execution of this contract. These drawings will be provided at no additional cost to the successful bidder/quoter.

B. Exact location of all affected utilities will be the responsibility of the contractor. Drawings do not completely show existing utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

C. In case of difference between drawings and specifications, the specifications shall govern.

1.5 Work Not Included In This Contract

A. All items indicated "NIC" on drawings or in specifications are items not included in this contract.

B. Work in place is generally shown as "Existing" on the Contract Drawings.

B. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.

01100-3

1.6 Items Provided By The Government

A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as "By Others" on the Contract Drawings.

1. Unless specifically provided herein, only the pump and submersible wiring shall be furnished by the Government under this Contract.

1.7 Site Access, Staking and Right of Way

A. Construction staking will not be provided by the Government, the contractor shall include all costs to stakeout, mark, survey, or otherwise layout the work to be accomplished as part of this contract.

B. Maintain traffic and public safety in a safe manner with signs, barricades, lights, and watchmen as required.

C. Work scheduled on Saturdays, Sundays, Federal

Holidays or other than normal working hours shall be approved in advance by the COR, Hatchery Manager, and Contracting Officer.

1.8 Safety - In addition to FAR 52.236-13 Accident

Prevention A. The A. All equipment and work activities shall comply with OSHA Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements. Additionally, a copy of the accident report shall be provided to the Contracting Officer.

B. Provide necessary Personnel Protective Equipment

(PPE) as identified by SDS and OSHA regulations.

Provide documentation, workers have been trained in use of PPE prior to individual use.

(END OF SECTION 01100)

DIVISION 2 SECTION 02071

SITE WORK SELECTIVE DEMOLITION

02071-1

PART 1 – GENERAL

1.1. General

1. The work of this section consists of the demolition, removal, and disposal of the existing materials to make penetrations into the existing building for new utility connections, to remove existing asphalt roadways for utility crossings, and other miscellaneous items as shown on the drawings.

PART 2 – PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 Disposal

1. Concrete and asphalt materials or other non-regulated demolition material shall be removed from the hatchery site and disposed of in accordance with State and local regulations.

2. All hazardous demolition material such as treated wood shall be removed from the hatchery site and disposed of in an EPA licensed landfill or as otherwise required by state and local regulations.

3. The contractor is encouraged to take any non-regulated materials removed from this project to a recycling center.

4. Excavated materials or mixtures of materials such as rock, clay, or saturated soils that are not suitable for reuse and compaction shall be removed and disposed of legally off the hatchery site.

3.2 Execution

1. The Contractor shall demolish, remove, and reseal the existing liner including but not limited to any existing attachment materials.

DIVISION 2 SECTION 02071

SITE WORK SELECTIVE DEMOLITION

02071-2

2. The contractor shall excavate and remove and reinstall the existing stone wall as needed to install the new utilities

3. The use of explosives will not be permitted.

4. All existing pavements, sidewalks, or other surfaces where construction shall be connected, shall be saw-cut at removal limits. The contractor shall take special precautions to ensure saw dust or water used during sawing does not contaminate, or pollute the adjacent ponds.

(END OF SECTION 02071)

DIVISION 02 Section 02317

SITE WORK TRENCHING FOR SITE UTILITIES

02317 - 1

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Trenching, backfilling, and compacting for utilities outside the building to connection locations.

1.2 DELIVERY, STORAGE, AND HANDLING

A. When fill materials need to be stored on site, locate stockpiles where designated.

1. Separate differing materials with dividers or stockpile separately to prevent intermixing.

2. Prevent contamination.

3. Protect stockpiles from erosion and deterioration of materials.

PART 3 EXECUTION

2.1 PREPARATION

A. Identify required lines, levels, contours, and datum locations.

B. Locate, identify, and protect utilities that remain and protect from damage.

C. Notify utility company to remove and relocate utilities.

D. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic.

E. Protect plants, lawns, rock outcroppings, and other features to remain.

2.2 TRENCHING

A. Notify Engineer of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work.

B. Slope banks of excavations deeper than 4 feet to angle of repose or less until shored.

C. Do not interfere with 45 degree bearing splay of foundations.

D. Cut trenches wide enough to allow inspection of installed utilities.

E. Hand trim excavations. Remove loose matter. All excavations shall comply with OSHA 29CFR1926-Subpart-P-Excavations.

F. Remove large stones and other hard matter that could damage piping or impede consistent backfilling or compaction.

G. Remove excavated material that is unsuitable for re-use from site.

H. Remove excess excavated material from site.

2.3 PREPARATION FOR UTILITY PLACEMENT

A. Cut out soft areas of subgrade not capable of compaction in place.

Backfill with general fill.

B. Compact subgrade to density equal to or greater than requirements for subsequent fill material.

C. Until ready to backfill, maintain excavations and prevent loose soil

DIVISION 02 Section 02317

SITE WORK TRENCHING FOR SITE UTILITIES

02317 - 2 from falling into excavation.

2.4 BACKFILLING

A. Backfill to contours and elevations indicated using unfrozen materials.

B. Employ a placement method that does not disturb or damage other work.

C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces.

D. Maintain optimum moisture content of fill materials to attain required compaction density.

E. Slope grade away from building minimum 2 inches in 10 ft, unless noted otherwise. Make gradual grade changes. Blend slope into level areas.

F. Correct areas that are over-excavated.

1. Other areas: Use general fill, flush to required elevation, compacted to minimum 90 percent of maximum dry density.

G. Compaction Density Unless Otherwise Specified or Indicated:

H. Reshape and re-compact fills subjected to vehicular traffic.

2.5 BEDDING AND FILL AT SPECIFIC LOCATIONS

A. Use general fill unless otherwise specified or indicated.

B. Utility Piping:

1. Bedding: Use general fill.

2. Cover with general fill.

3. Fill up to subgrade elevation.

4. Compact in maximum 8 inch lifts to 90 percent of maximum dry density.

2.6 CLEANING

A. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water.

END OF SECTION

DIVISION 2 SECTION 02630

SITEWORK WATER PIPING

02630-1

PART 1 - GENERAL

1.1 DESCRIPTION

A. All Work included in this Section shall be performed in accordance with the following paragraphs, the General Requirements set forth in Division 1 of these Specifications, and the provisions of the other Contract Documents.

B. Work covered under this Section includes providing all materials, equipment, and labor to furnish and install water improvements including, but not limited to:

1. Installation of water pipe, fittings, connections, and other appurtenances.

1.2 REFERENCES

A. American Society for Testing and Materials, Current Edition, hereafter referred to as ASTM.

1.3 SUBMITTALS

A. PIPE, VALVES, BENDS, AND FITTINGS: Submit manufacturer’s technical information for the pipe, fittings, connections, and appurtenances.

PART 2 - PRODUCTS

2.1 WATER PIPE

A. Water piping shall be Schedule 80 PVC pipe. Design buried piping per AWWA C150 for 150 psi operating pressure.

Flexible push-on type gasketed joints shall be used except at bends, valves, tees, and other fittings which shall require MJ fittings. Joints shall be bell-spigot elastomeric gasket type. All joints shall be water tight.

Mechanical joints shall conform to AWWA C110, C111, and C153. Use Cor-Blue or Stainless Steel tee head bolts and hex nuts. Size and number of bolts shall be in accordance with AWWA C111.

02630-2

2.2 PIPE BEDDING AND BACKFILL MATERIAL

A. Pipe bedding and backfill material shall conform to the granular materials requirements of Division 2, Section Excavation, Trenching, and Backfilling.

2.3 BALL CHECK VALVE

A. Check valves shall be epoxy coated ductile iron ball type such as Flowmatic 408 OR approved equal.

PART 3 - EXECUTION

3.1 PIPE

A. Pipe shall be laid in accordance with the manufacturers recommendations.

B. Pipe shall be laid at a constant slope to drain back to pump cleanout.

C. Above ground pipe shall be supported by strapping it to galvanized steel supports.

3.2 CONNECTIONS, BENDS, FITTINGS, AND VALVES

A. BENDS, FITTINGS, AND VALVES shall be installed in accordance with the manufacturer’s recommendations and as shown on the drawings. Make connections to existing pump with threaded connections.

3.2 FILL PLACEMENT AROUND PIPES AND MANHOLE

A. Do not use frozen fill material or place on frozen subgrade.

B. Excavation and backfill shall conform to the requirements of Division 2, Section Excavation, Trenching, and Backfilling.

C. Unsuitable materials shall be excavated from under the new pipe and structures.

D. Place all pipe bedding in maximum 4-inch loose lifts and compact to 90% of maximum standard Proctor density, ASTM D 698, with hand-operated vibrating compactor until firmly compacted and in strict accordance with the pipe manufacturer’s specifications.

E. No pipe shall be laid in water or when the trench bedding conditions are unsuitable, unstable, and/or unconsolidated.

02630-3

3.3 FIELD QUALITY CONTROL

A. Pipe installation will be subject to rejection for any of the following reasons.

1. Failure to conform to the Specifications, particularly with regard to:

a. Compaction under and around the pipe and/or structure

b. Line and grade

2. Damaged ends where such damage would prevent making a satisfactory joint.

3. Test all pipe at a minimum pressure of 50psi for 8 hours.

Correct all deficiencies and retest.

(END OF SECTION 02630)

DIVISION 15 Section 15905 Mechanical VARIABLE SPEED MOTOR CONTROLLERS

15905 - 1

PART 1 GENERAL

1.1 DESCRIPTION

A. Provide a complete variable frequency motor drive system compatible with the specific pump provided. The drive shall be manufactured in the USA and be designed specifically for variable torque applications.

B. The drive and all necessary controls, shall be supplied by the drive manufacturer. Manufacturer shall have been engaged in the production of this type of equipment for a minimum of ten years.

C. Variable Speed Motor Controllers will be provided by the mechanical contractor. The VFD's for the indoor unit will be factory installed but must comply with the minimum requirements of this section.

1.2 QUALITY ASSURANCE

A. Referenced Standards:

1. Institute of Electrical and Electronic Engineers (IEEE).

a. Standard 519-1992, IEEE Guide for Harmonic Content and Control.

2. Underwriters Laboratories, Inc.

a. UL 508.

3. National Electrical Manufacturer's Association (NEMA).

a. ISC 6, Enclosures for Industrial Controls and Systems.

4. IEC 801-2, 801-4, 255-4.

B. Testing:

1. All printed circuit boards shall be completely tested for functionality and burned-in.

C. Qualifications:

1. VFD's shall be UL Listed and/or ETL tested.

1.3 SUBMITTALS

A. Submit shop drawings for all equipment as herein specified.

Submittals shall include the following information:

1. Outline Dimensions.

2. Weight.

3. Complete wiring diagrams.

1.4 WARRANTY

A. The VFD shall be warranted by the manufacturer for a period of 36 months from date of shipment. The warranty shall include parts, labor incurred by the manufacturer to provide factory authorized on-site service. The warranty shall be provided by the VFD manufacturer.

PART 2 PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

A. The listing of a manufacturer as “acceptable” does not imply automatic approval. It is the sole responsibility of the Contractor to ensure that any submittals made are for products that meet or exceed the specifications included herein.

B. Variable speed motor controller shall be manufactured by ABB, Allen- Brandley, Danfoss, or approved equal.

DIVISION 15 Section 15905 Mechanical VARIABLE SPEED MOTOR CONTROLLERS

15905 - 2

2.2 VARIABLE FREQUENCY DRIVES

A. The variable frequency drives (VFD's) shall be solid state. The VFD package as specified herein shall be enclosed in a NEMA 12 enclosure, completely assembled and tested by the manufacturer. The drive efficiency shall be 97% or better at full speed and full load.

Fundamental power factor shall be 0.95 at all speeds and loads.

B. Specific pump compliance information, i.e., voltage, horsepower, etc., for the VFD shall be as indicated.

C. The drive shall include as a standard RS-485 communications capabilities to be connected to a Johnson Controls, Siemens, and Honeywell, or XL + network through software selection via the digital keypad. Communications capabilities to connect to Siebe Series 6000.

Honeywell XT +, CSI, Alerton, and Andover networks shall be accomplished through the addition of Lonworks hardware or a mutually agreeable protocol such as MODBUS or BacNet.

PART 3 EXECUTION

3.1 INSTALLATION

A. Install the drive in accordance with the recommendations of the VFD manufacturer as outlined in the installation manual.

B. Power wiring shall be provided by Division 26. The Contractor shall complete all wiring in accordance with the recommendations of the VFD manufacturer as outlined in the installation manual.

3.2 START-UP

A. The manufacturer shall provide start-up commissioning of the variable frequency drive and its optional circuits by a factory certified service technician. Start-up services shall include checking for verification of proper operation and installation for the VFD, its options and its interface wiring to the building automation system.

Start-up shall include 4 hours of customer operator training at the time of the equipment commissioning.

END OF SECTION

DIVISION 16 SECTION 16000

ELECTRICAL GENERAL ELECTRICAL REQUIREMENTS

16000- 1

PART 1 - GENERAL

1.1 SUMMARY

A. The Work done under this specification includes the design, materials, installation, and services necessary for the proper completion of all electrical work. The electrical requirements shown on the drawings and as specified herein shall be considered minimum requirements. A licensed Electrician in the State of Missouri shall make required changes to the requirements in order to meet required codes and to provide a complete and safe electrical system. The electrical work includes but is not limited to:

1. Electrical service line from the existing pump to the building, conduit, wiring, disconnects, VFD, junction boxes, panel connections, and all other incidental items for a complete system.

2. Electrical equipment with the appropriate characteristics to operate all electrically operated devices, including those in other services as shown and as specified, conduit, circuits, and all other incidental items for a complete system usable and safe electrical system.

1.2 PERMITS, LICENSES, AND FEES

A. The Contractor shall obtain and pay for all permits, notices, inspection fees, licenses, etc. necessary for the performance of the work, including plan review costs; and shall observe any requirements stipulated thereon.

1.3 CODES, REGULATIONS AND STANDARDS

A. All work under this division shall be in strict conformance with the applicable parts of the following codes, laws, rules, regulations, and applicable standards of technical societies where referenced hereinafter. References to standards, codes, regulations, etc. shall mean the latest edition of such publications adopted and published at date of the invitation to submit proposals.

16000- 2

1. National Electric Code (NEC).

2. Regulations of the State Department of Health.

3. Regulations of the State Industrial Commission.

4. Rules of the National Board of Fire Underwriters.

5. Local Codes, Rules and Regulations.

6. Occupational Safety and Health Act (OSHA).

7. State Building Code Division.

8. Local Electric Utility.

9. Life Safety Code 101.

1.4 CONTRACTOR’S QUALIFICATIONS

A. This Contractor shall be a licensed Electrical Contractor in the State. All Work shall be installed and completed by electricians skilled in their trade and shall be installed in a practical and professional manner.

1.5 INSPECTION OF THE SITE

A. The Contractor is urged to examine the site and familiarize themselves with existing conditions on the premises and surrounding area. No extras will be authorized because of the Contractor’s misunderstanding as to extra work required in order to comply with these plans and Specifications, or his lack of knowledge of conditions in connection with the Work. Information received by the Contractor from verbal conversations shall not be construed as relieving the Contractor from actually visiting the site and making the Contractor’s own analysis of conditions.

1.6 SUBMITTALS

A. Submit under provisions of Section 013300.

B. Design: Submit product data on system materials to be used.

1. The Government’s approval of the Submittals is general and does not relieve the Contractor from the responsibility for adherence to the Specifications, nor shall it relieve the

16000- 3

Contractor of the responsibility for any error that may exist. Dimensions and quantities are the responsibility of the Contractor.

C. Permits: Submit and pay for any permits required by local jurisdictions for electrical installation.

PART 2 - PRODUCTS

2.1 MANUFACTURER’S DIRECTIONS

A. Materials and equipment shall be installed in strict accordance with the manufacturer’s directions for installation, connection, and startup of factory assembled units and/or composite parts assembled into a system unless specifically designed herein.

2.2 CONDUIT

A. Underground Conduit: Schedule 80 PVC conduit as specified on the drawings.

1. Contractor shall provide and install a appropriately sized pull wire in each conduit run.

2. Acid-and alkali-resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, minimum 4 inches wide and 4 mils thick, continuously inscribed with a description of utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches deep; colored as follows:

a. Red: Electric.

B. Aboveground Conduit: EMT with watertight steel connectors.

2.3 GROUNDING

16000- 4

A. Ground the electrical systems and panels in accordance with NEC to prevent damage to electrical items such a the pump and VFD.

PART 3 - EXECUTION

3.1 COORDINATION

A. The Contractor shall coordinate the installation of all electrical equipment and appurtenances required for this Project with other Contractors to eliminate interferences. Installation shall be as shown on the plans unless the coordination between Contractors required minor deviations. These adjustments shall be made at no cost to the Government.

3.2 TRENCHING AND BACKFILLING

A. Excavation may be either by trencher or mini-excavator. Remove all stones, unsound material, and other foreign material from the trench bottom. Provide shoring and bracing as required to hold walls of excavation. In the event bottoms are carried below grade, backfill to proper grade with granular fill at no expense to the Government.

B. Trenches for electrical and telecommunication conduits and cables shall have a minimum excavation depth to comply with the NEC, or as required by jurisdictions have authority. The deepest depth shall govern, and shall be backfilled with clean soil fill or gravel 1/4-inch maximum dimension surrounding the conduit or cable 3 inches on all sides and thoroughly tamped in place. Place balance of excavated material, if sound, in 6-inch layers. This backfill material shall be free of stones larger than 4 inches. Compact to 90 percent maximum density. Use special care in excavating and backfilling near building foundations and under roadways where compaction shall be 95 percent. Add moisture if required to secure maximum consolidation.

A. In the event unsound materials are excavated and cannot be reused to backfilling, the Contractor shall provide and install suitable backfilling

16000- 5 materials. Excess material not used in backfilling shall be removed from the site by the Contractor.

3.3 ELECTRICAL BOXES AND PANELS

A. Surface mount boxes and panels per manufacturer requirements. Ensure all electrical equipment is firmly supported to the building structure. Label all new circuits.

3.4 EXTERIOR BOXES

A. Exterior boxes: Provide water proof receptacles where shown. Fasten boxes to existing concrete.

3.5 LIGHTING FIXTURES

A. Provide lighting fixtures and switching as shown within the contract documents.

3.6 CONDUIT AND WIRING

A. All interior wiring shall be run in rigid metal conduit and conduit shall be run overhead in attic or surface mounted to ceilings.

3.9 CONNECTIONS

A. Contractor shall make final power connections to electrical equipment as identified within the construction drawings.

3.10 GUARANTEES

A. The Contractor shall assume responsibility for any defects which may develop in any part of the system caused by faulty workmanship, material, or equipment and agrees to replace any such workmanship, material, or equipment during a period of 1 year from the date of final acceptance of the work without cost to the Government. Acceptance of the Work shall not waive this guarantee.

3.11 PROTECTION

16000- 6

A. Materials: The Contractor shall, at all times, protect the materials and equipment to be installed in such a manner that when the installation is completed it will present the same new appearance as when uncrated.

B. All materials shall be new, undamaged, and shall bear the UL label of approval and shall be listed for use in each specific location unless approval does not apply.

(END OF SECTION 16000)

U.S. FISH AND WILDLIFE

STATION Neosho NFH PREPARED BY

PROJECT Pond 20 Pump Connections CHECKED BY

COST AS OF

UNIT

ITEM DESCRIPTION QUANTITY UNIT COST TOTAL COST

0001 Pond 20 Pump Connections

Bonding & Mobilization 1 LS

General Conditions 1 LS

Misc. Removals and Clearing 1 LS

Excavation/Fill 15 CY

Water Piping (4") 250 LF

Elec. Piping (1") 300 LF

Elec. Wiring, boxes, bends… 1 LS

Seeding, Mulch dist. Areas 1 LS

Asphalt repair 1 LS

VFD Pump Controller 1 LS

Misc. (Demob, Cleaning, …) 1 LS

TOTAL PROJECT ESTIMATE

^TYPE OF ESTIMATE: Comparative Feasibility Engineers

SHEET 1 OF 1

"General Decision Number: MO20250088 08/08/2025

Superseded General Decision Number: MO20240088

State: Missouri

Construction Type: Building

Counties: McDonald and Newton Counties in Missouri.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |� Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |� The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.75 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2025. | |If the contract was awarded on|� Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |� The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $13.30 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours performing on that | | | contract in 2025. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2025 1 02/07/2025

8/19/25, 1:28 PM SAM.gov https://sam.gov/wage-determination/MO20250088/9 1/6

2 02/14/2025 3 04/04/2025 4 05/16/2025 5 05/23/2025 6 06/06/2025 7 06/13/2025 8 07/18/2025 9 08/08/2025

BRMO0001-009 06/07/2023

Rates Fringes

BRICKLAYER.......................$ 35.95 26.43

BRMO0018-003 07/05/2023

Rates Fringes

TILE SETTER......................$ 34.09 20.36

ELEC0095-005 06/01/2025

Rates Fringes

ELECTRICIAN......................$ 32.25 20.81

ENGI0101-053 04/01/2025

Rates Fringes

OPERATOR: Crane.................$ 47.29 22.42

ENGI0513-023 05/01/2024

Rates Fringes

POWER EQUIPMENT OPERATOR:

Backhoe/Excavator/Trackhoe..$ 43.46 30.22 Bobcat/Skid Steer/Skid Loader......................$ 43.46 30.22 Forklift....................$ 43.46 30.22

ENGI0513-026 05/01/2025

Rates Fringes

POWER EQUIPMENT OPERATOR:

Oiler.......................$ 39.06 30.38

ENGI0513-027 05/07/2025

Rates Fringes

POWER EQUIPMENT OPERATOR:

Bulldozer...................$ 45.96 30.57

IRON0010-003 04/01/2025

Rates Fringes

IRONWORKER.......................$ 39.00 34.25

LABO0110-007 06/04/2025

https://sam.gov/wage-determination/MO20250088/9 2/6

Rates Fringes

LABORER: Pipelayer..............$ 40.82 17.56

LABO1104-007 03/01/2025

Rates Fringes

LABORER: Mason Tender - Cement/Concrete..................$ 31.80 14.91

PLUM0178-004 11/01/2024

Rates Fringes

PIPEFITTER.......................$ 39.35 15.72

* PLUM0562-019 07/01/2025

Rates Fringes

PLUMBER..........................$ 52.60 29.93

ROOF0002-016 03/01/2025

Rates Fringes

ROOFER...........................$ 40.00 22.05

SHEE0036-037 07/01/2024

Rates Fringes

SHEET METAL WORKER...............$ 49.25 17.55

* UAVG-MO-0001 01/01/2025

Rates Fringes

LABORER: Mason Tender - Brick...$ 34.05 15.73

* UAVG-MO-0002 01/01/2025

Rates Fringes

OPERATOR: Roller................$ 39.61 30.15

* UAVG-MO-0004 01/01/2025

Rates Fringes

HEAT & FROST INSULATOR

(Includes Duct, Pipe and Mechanical Systems)..............$ 42.97 29.84

SUMO2020-017 10/10/2023

Rates Fringes

CARPENTER........................$ 21.25 7.02

CEMENT MASON/CONCRETE FINISHER...$ 31.40 18.32

LABORER: Common or General......$ 17.92 5.55 https://sam.gov/wage-determination/MO20250088/9 3/6

PAINTER..........................$ 20.78 5.15

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers https://sam.gov/wage-determination/MO20250088/9 4/6

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination https://sam.gov/wage-determination/MO20250088/9 5/6

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION"

https://sam.gov/wage-determination/MO20250088/9 6/6

Section Title

Part I—The Schedule

A Solicitation/Contract Form

B Prices

C Description/Specifications/Statement of Work

D Packaging and Marking

E Inspection and Acceptance

F Project Delivery

G Contract Administration Data

H Special Contract Requirements

Part II—Contract Clauses

I Contract Clauses

Part III—List of Documents, Exhibits, and Other Attachments

J List of Attachments

Part IV—Representations and Instructions

K Representations, Certifications, and other Statements of Offerors

L Instructions, Conditions, and Notices to Offerors

M Evaluation Factors for Award

SECTION B – PRICES (QUOTE SCHEDULE)

N/A

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

See Attached SOW

(End of Section C)

SECTION D – PACKAGING AND MARKING

D.1.0 PAYMENT OF POSTAGE FEES

All postage and fees related to submitting information forms, reports, etc., to the CO or the COR shall be paid by the contractor.

D.2.0 MARKING

All information submitted to the Contracting Officer or the Contracting Officer's Representative shall clearly indicate the Contract Number of the contract for which the information is being submitted.

(End of Section D)

SECTION E – INSPECTION AND ACCEPTANCE

The following clauses are incorporated by reference:

52.246-12 INSPECTION OF CONSTRUCTION AUG 1996

(End of Section E)

SECTION F – PROJECT DELIVERY

F.1.0 PERIOD OF PERFORMANCE

See clause 52.211-10 in this section.

52.242-14 SUSPENSION OF WORK APR 1984

The following clauses are provided in full text:

52.211-10 – COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 13 calendar days after the date the Contractor receives the award of contract, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 61 days after the date the contractor receives the award. The time stated for completion shall include final cleanup of the premises.

(End of Clause)

The completion date is based on the assumption that the successful offeror will receive the award by September 18, 2025. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of Clause)

(End of Section F)

SECTION G – CONTRACT ADMINISTRATION DATA

Electronic Invoicing and Payment Requirements - Invoice Processing Platform (IPP)

(February 2021)

Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform

System (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions - Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice:

1. Invoice billed according to contract line items and rates.

2. Certified payrolls and Statement of Compliance in accordance with clause 52.222-8.

3. If the partial payment is billed and the invoice states a lump sum, the invoice shall include an itemized breakdown and narrative progress summary of the work performed during this invoice period.

4. If final payment is billed, the last invoice shall state “FINAL”.

5. Contractor’s Release of Claims shall be submitted with the final invoice.

https://www.ipp.gov/

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor

Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve

Bank of St. Louis (FRBSTL) within 3 - 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email IPPCustomerSupport@fiscal.treasury.gov or phone (866) 973-

3131.

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

(End of Local Clause)

(End of Section G)

SECTION H – SPECIAL CONTRACT REQUIREMENTS

H.1.0 WORK HOURS

Unless otherwise specified in Section C, work hours under this contract shall be limited to the time between one-half hour before sunrise to one-half hour after sunset each day. No work will be performed on Saturday, Sunday, or Federal holidays unless authorized by the COR.

H.2.0 ENVIRONMENTAL INTERRUPTION OF WORK

H.2.1 Environmental - The Contracting Officer, by issuance of a suspend work order, may direct the Contractor to shut down any work that may be subject to damage due to weather conditions, fire danger, or because it is impracticable to work during the winter season. The Contractor will be given a resume work order which will document the date the work suspension ends. The Contractor will not be entitled to additional monetary compensation for such suspensions regardless of duration. An allowance has been included in the contract time for environmental delays. The count of contract time will therefore continue during all periods of suspension due to normal weather conditions, including fire danger. The Contractor will not be entitled to additional contract time for any suspensions except to the extent that they are due to unusually severe weather conditions.

H.2.2 Endangered Species - The Government may direct the Contractor to discontinue all operations in the event that listed or proposed threatened or endangered plants or animals protected under the Endangered Species Act of 1973, as amended, are discovered to be present in or adjacent to the project area.

H.3.0 DRAWINGS

H.3.1 Reduced Size Drawings. Drawings appearing in this package may be photographically reduced in size. Accordingly, measurements and dimensions should not be taken or be based on any numerical scales shown. The Contractor may request full-size drawings from the COR.

H.4.0 PRESERVATION OF HISTORICAL AND ARCHEOLOGICAL DATA

H.4.1 Public Law 93-291, May 24, 1974, provides for the preservation of scientific, prehistorical, and archeological data

(including relics and specimens) which might otherwise be lost due to alteration of the terrain as a result of any Federal construction project.

H.4.2 The Contractor agrees that should any contractor employee, in the performance of this contract, discover evidence of possible scientific, prehistorical, historical, or archeological data the contractor will notify the Contracting Officer immediately in writing giving the location and nature of the findings.

H.4.3 Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance and/or changes in the work. If such delays and/or changes are ordered, the time of performance and contract price shall be adjusted in accordance with the applicable clauses in Section I of this contract.

H.4.4 The Contractor agrees to insert this requirement in all subcontracts which involve the performance of work on the terrain of the site.

H.5.0 SUBSTITUTION – PROCESSION OF WORK

mailto:IPPCustomerSupport@fiscal.treasury.gov

Any proposed key personnel, minimum qualifications for incoming or replacement key personnel, subcontractors, processes, procedures or materials included in the quotation are hereby incorporated into the contract. Performance shall be limited to the personnel, qualifications, firms, procedures, and materials that were specifically identified in the RFQ response. The Contractor shall obtain the Contracting Officer’s written consent before making any substitutions or changes. All substitutions or replacements shall comply with the terms and conditions of the contract.

H.6.0 ENVIRONMENTAL IMPACT

All waste materials generated by any work under the contract performed on a Government installation shall at all times be handled, transported, stored, and disposed of by the contractor and by subcontractors in accordance with all applicable Federal, state, and local laws, ordinances, regulations, court orders, and other types of rulings having the effect of the law, including, but not limited to Executive Order 12088, 13 October 1978, Federal Compliance with Pollution Control Standards; the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 ET SEQ); the Clean Air Act as amended (42 U.S.C. Sec 7401 ET SEQ); the Endangered Species Act, as amended (16 U.S.C. Sec

1531, ET SEQ); the Toxic Substances Control Act, as amended (15 U.S.C. Sec 2601, ET SEQ); the National Historic Preservation Act, as amended (16 U.S.C. Sec 470, ET SEQ); the Solid Waste Disposal Act, as amended (42 U.S.C.

6901 ET SEQ); and the Archaeological and Historic Preservation Act, as amended (16 U.S.C. Sec 469, ET SEQ).

Should the United States Government be held liable for any neglect or improper actions by the contractor or any subcontractor regarding removal or disposal of any hazardous waste, the contractor shall reimburse the Government for all such liability.

H.7.0 HAZARDOUS MATERIALS

Any material suspected of being hazardous that is unexpectedly encountered during performance of a project shall immediately be brought to the attention of the Contracting Officer, at which time a determination will be made as to whether hazardous material testing shall be performed. If the Contracting Officer directs the contractor to perform tests, and/or the material is found to be of a hazardous nature requiring additional protective measures, a contract modification may be required, subject to equitable adjustment under the terms of the contract. The contractor is advised that friable and/or non-friable asbestos-containing material may be encountered in project areas. Friable asbestos-containing material is any material that contains more than one percent asbestos by weight, and that hand pressure can crumble, pulverize or reduce to powder when dry. Non-friable asbestos containing materials are materials in which asbestos fibers are bound by a matrix material, saturation, impregnation or coating.

Non-friable asbestos-containing materials do not normally release airborne asbestos fiber during routine handling and end-use. However, excessive fiber concentrations may be produced during uncontrolled abrading, sanding, drilling, cutting, machining, removal, demolition, or other similar activities. 29 CFR 1910.1001 shall be referenced in the event asbestos-containing materials are encountered. Friable asbestos-containing materials are not authorized for use in new construction or maintenance projects.

H.8.0 GREEN PROCUREMENT REQUIREMENTS

In the performance of this construction contract, the Contractor shall make maximum use of products identified on the mandatory environmental purchasing list at the following links, as applicable:

U.S. EPA Comprehensive Procurement Guidelines published at www.epa.gov/cpg/products.htm.

USDA Biobased product listings published at www.biopreferred.gov.

Energy Star® product listings published at www.energystar.gov/products.

FEMP Low Standby Power product listings published at http://energy.gov/eere/femp/covered-product-categories

Contractor shall comply with all reporting requirements of the following clauses when applicable (See Clause and…