Attachment_1_-_SOW.pdf

STATEMENT OF WORK

TO PROVIDE CONSTRUCTION

FOR

PERMANENT INSTALLATION OF TITUS AERATOR SYSTEM

St. Stephens Indian School Riverton, Wyoming

April 20, 2023 (Revision 1)

A. GENERAL

1. Introduction:

St. Stephens Indian Elementary School is a K–12 school servicing the educational needs of the St. Stephens community. SSIS is a day-school located 10 miles south of Riverton, Wyoming in Saint Stephens, Wyoming. The school serves approximately 250 Native American students.

Students are mostly from the Northern Arapahoe and Eastern Shoshone Tribes; however, there are students from other federally recognized Tribes. SSIS is located at 128 Mission Road, St.

Stephens, Wyoming. The school provides Native American youth the opportunity for a quality education and the school’s vision includes providing a safe and healthy environment disciplined by adherence to Native American cultural values and practices whenever possible.

The SSIS is operated by the BIE under the direction of the Associate Deputy Director, Bureau Operated Schools (ADD-BOS) and the Pine Ridge Education Resource Center. The mission of the BIE is to provide quality education opportunities from early childhood through life in accordance with a tribe’s needs for cultural and economic well-being, in keeping with the wide diversity of Indian tribes and Alaska Native villages as distinct cultural and governmental entities.

Further, the BIE is to manifest consideration of the whole person by considering the spiritual, mental, physical, and cultural aspects of the individual within his or her family and tribal or village context.

2. Purpose:

The purpose of this Statement of Work (SOW) is to describe the work requirements and the services to be provided to SSIS for this construction project.

3. Background:

A new 15 HP, 240V, 3 Phase blower with VFD driven motor is installed at existing Lagoon and temporarily powered. The power source is via an ATS that is powered from a pole mounted transformer and a backup generator.

There is an existing power rack close to the new blower location, which is connected to same pole mounted transformer through a 100A disconnect switch and underground cables.

Following modifications/demolitions are required to provide permanent power backed-up by generator to power rack powering, lift station, lighting panel and the new Blower.

4. Project Scope:

Construction of concrete slab, S-501.

Demolition and removal of existing electrical feeds, Existing St Stephens Power Supply-

Demolition, SECTION 26 05 04 Electrical Demolition Installation of permanent electrical feeds, St Stephens Power supply, SECTION 26 05 26

Grounding and Bonding System o Demolition and removal of 3 existing old Aerators starters from existing power rack

(shown and hatched on attached drawing).

o Disconnecting the 100A power supply from transformer disconnect.

o Disconnecting and removing existing temporary power cables from ATS to New blower.

o Reconnect the 100A power supply to the power rack to ATS output.

o Supply and install a new 100A, 240V, 3 phase enclosed breaker on power rack as shown on drawing.

o Supply and install 3 X 2” PVC schedule 40 conduits from power rack to blower VFD box.

One conduit for power supply, one spare and one conduit for control/monitoring/signaling cables. Conduits are to be installed underground with minimum of 2 feet to ground level from top of conduits. Details provided on modification drawing.

o Supply and install 3 runs of #2 conductor (THWN) plus #6 ground wire in 2” conduit from new 100A breaker at power rack to blower VFD box.

o Install grounding protection system for existing and new installation per the National Electric Code section 250 grounding and bonding, section 225.31-225.39,702,445 and all applicable codes.

o New conduits and conductors from the proposed power rack, the new 100A breaker shall be installed, connected at power rack before all other works described are done.

o Disconnecting temporary power to Blower from existing power source shall be done after existing cables to power rack are diverted to ATS and power rack is permanently powered and tested for supply of power from utility power and generator. At this stage the newly installed cables/conductors are connected to VFD. All related works of power disconnections and reconnections to new blower shall be coordinated with COR and local engineer.

5. Project Location:

St. Stephen’s Indian School is located at 128 Mission Road Saint Stephens, Riverton, Wyoming 82524

6. Definitions:

Definitions, as used in this Statement of Work are as follows:

“BIE” means the Bureau of Indian Education (BIE) “SSIS” means St. Stephens Indian School (SSIS) “BIA” means the Bureau of Indian Affairs (BIA) “DFMC” means Division of Facilities Management and Construction.

“DSRM” means Division of Safety & Risk Management

“A-E” means the Architectural-Engineering firm contract.

“CO” means Contracting Officer “COR” means Contracting Officer’s Representative “Contractor” means the Construction Contractor “PCO” means Potential Change Order “CA”, Contraction Administration Services “CX”, Building Commissioning Services “CI”, Construction Inspection Services “User”, School Administration at location

B. SCOPE OF WORK

SECTION 26 05 04

ELECTRICAL DEMOLITION

PART 1 GENERAL

1.01 SCOPE OF WORK

A. Furnish, install, and test all equipment, wiring and appurtenances as may be required to perform the electrical demolition shown on the Drawings and as specified herein.

1.02 SCHEDULES

A. Schedule with the OWNER/ENGINEER for required shutdowns to accommodate system demolition and installation of temporary facilities.

1.03 STANDARDS

A. Temporary wiring of systems to maintain operation of facilities while undergoing modifications and demolition shall be provided in accordance with:

1. American National Standards Institute / National Fire Protection Association (ANSI/NFPA), No. 70

– National Electrical Code (NEC), Article No. 590 – Temporary Installations.

1.04 QUALITY ASSURANCE

A. Verify field measurements and circuiting arrangements are as shown on the Drawings.

B. Verify that abandoned wiring and equipment serve only abandoned facilities.

C. Demolition drawings are based on casual field observation and existing record documents.

Discrepancies shall be reported to the OWNER/ENGINEER before disturbing the existing installation.

D. By beginning demolition, the CONTRACTOR accepts the existing conditions and warrants that he will maintain service to equipment and items not scheduled or indicated for removal.

PART 2 PRODUCTS

2.01 MATERIALS AND EQUIPMENT

A. Materials and equipment for patching and extending work: As specified in individual Sections.

2.02 DESIGN AND CONSTRUCTION

A. If temporary electrical wiring and facilities are required, the CONTRACTOR shall provide such wiring and facilities to comply with NEC - Article No. 590.

PART 3 EXECUTION

3.01 PREPARATION

A. Disconnect electrical systems in walls, floors and ceilings scheduled for removal.

B. Coordinate utility service outages with the Utility Company to provide continuous service to operating equipment.

C. Provide temporary wiring and connections to maintain existing systems in service during construction.

When work must be performed on energized equipment or circuits, use personnel experienced in such operations.

D. Existing Electrical Service: Maintain existing system in service until new system is complete and ready for service. Disable the system only to make switchovers and connections. Obtain permission from the OWNER/ENGINEER at least one week in advance, before partially or completely disabling the system.

3.02 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK

A. Remove, relocate, and extend existing installations to accommodate new construction.

B. Remove abandoned wiring to source of supply.

C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling finishes.

Cut conduit flush with walls and floors, and patch surfaces.

D. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit serving them is abandoned and removed. Provide blank cover for abandoned outlets which are not removed.

E. Disconnect and remove abandoned panelboards and distribution equipment.

F. Disconnect and remove electrical devices and equipment that has been removed.

G. Repair adjacent construction and finish damaged during demolition and extension work.

H. Maintain access to existing installations which remain active. Modify installation or provide access to panels as appropriate.

I. Extend existing installations using materials and methods as specified for new work.

J. Carry out the work in an orderly and careful manner. Hold noise, dust, and vibration to a minimum and conduct the Work to avoid any damage to the surroundings. Remove all items and parts as shown and noted on the Drawings and as otherwise may be required to be removed to carry out the Work.

K. Salvaged Equipment and Materials

1. Equipment and material designated as remaining the property of the OWNER shall be removed from the structure and hauled to a designated location on the site and stored for the OWNER’s use. Store on wood runners raised above the surrounding grade and cover with weather resistant covering and tie securely or store inside OWNER furnished storage as directed by the

OWNER/ENGINEER.

2. Take necessary precautions in removing OWNER designated property to prevent damage during the demolition process. Remove steel structural members by unbolting, cutting welds, or cutting rivet heads and punching shanks through holes. Do not use a cutting torch to separate the OWNER’s equipment or material unless approved by the ENGINEER.

3. Generally, items shall be removed in one piece or in a manner that does not impact their reuse.

Loose components may be removed separately. Controls and electrical equipment may be removed from the equipment and handled separately. Large units may be handled separately.

Salvaged piping shall be taken apart at flanges or fittings and removed in sections.

L. Material removed from the construction site during demolition, and any equipment not otherwise designated to remain the property of the OWNER in accordance with the pre-demolition identification process shall become the property of the CONTRACTOR and shall be promptly removed from the construction site.

M. The CONTRACTOR shall refurbish and replace any existing facility to be left in place which is damaged by the demolition operations at no additional expense to the OWNER. The repair of such damage shall leave the parts in a condition at least equal to that found at the start of the Work.

3.03 CLEANING AND REPAIR

A. Clean and repair existing materials and equipment which remain or are to be reused.

B. Panelboards: Clean exposed surfaces and check tightness of electrical connections. Replace damaged circuit breakers and provide closure plates for vacant positions. Provide typed circuit directory showing revised circuiting arrangement.

END OF SECTION

SECTION 26_05_26

GROUNDING AND BONDING SYSTEM

PART 1 GENERAL

1.01 SCOPE OF WORK

A. Furnish all labor, materials, equipment, and incidentals required to install a complete Grounding and Bonding System, in strict accordance with Article 250 of the National Electrical Code (NEC), and as shown on the Drawings and specified herein.

B. The system shall include ground wires, ground rods, exothermic connections, mechanical connectors, structural steel connections, all as shown on the Drawings, and as specified herein, to provide a bonding to earth ground of all metallic materials likely to become energized.

1.02 SUBMITTALS

A. Submit to the Engineer, in accordance with Division 1 and Section 26_00_00, shop drawings and product data, for the following:

1. Ground rods.

2. Grounding conduit hubs.

3. Water pipe ground clamps.

4. Buried grounding connections.

5. Compression lugs.

6. Exothermic bonding system.

7. System grounding test report.

1.03 REFERENCE CODES AND STANDARDS

A. All products and components shown on the Drawings and listed in this specification shall be designed and manufactured according to latest revision of the following standards (unless otherwise noted):

1. NFPA 70 – National Electrical Code (NEC).

2. NFPA 70E – Standard for Electrical Safety in the Workplace.

3. UL 467-2007 – Grounding and Bonding Equipment.

B. All equipment components and completed assemblies specified in this Section of the Specifications shall bear the appropriate label of Underwriters Laboratories.

1.04 QUALITY ASSURANCE

A. The manufacturer of these materials shall have produced similar electrical materials and equipment for a minimum period of five (5) years. When requested by the Owner/Engineer, an acceptable list of installations with similar equipment shall be provided demonstrating compliance with this requirement.

1.05 JOBSITE DELIVERY, STORAGE AND HANDLING

A. Prior to jobsite delivery, the Contractor shall have successfully completed all submittal requirements, and present to the Owner/Engineer upon delivery of the equipment, an approved copy of all such submittals. Delivery of incompletely constructed equipment, onsite factory work, or failed factory tests will not be permitted.

B. Protect equipment during shipment, handling, and storage by suitable complete enclosures.

Protect equipment from exposure to the elements and keep thoroughly dry.

1.06 WARRANTY

A. The Manufacturer shall warrant the equipment to be free from defects in material and workmanship for 1 year from the date of final acceptance of the equipment. Within such a period of warranty, the Manufacturer shall promptly furnish all material and labor necessary to return the equipment to new operating condition. Any warranty work requiring shipping or transporting of the equipment, or materials, shall be performed by the Contractor at no expense to the Owner.

PART 2 PRODUCTS

2.01 RACEWAYS

A. Conduit shall be as specified under Section 26_05_33.

B. All raceways, conduits and ducts shall contain equipment grounding conductors sized in accordance with the NEC. Minimum sizes shall be No. 12 AWG.

2.02 CONDUCTORS

A. Wire shall be as specified under Section 26_05_19 and 26_05_13.

B. Ground wire shall be uninsulated tinned copper sized as shown on the Drawings, in all cases where a single ground wire is indicated to be installed in a conduit with no other conductors in the conduit, or where the ground wire is directly buried in earth or concrete. In all other cases, insulate the ground wire with green insulation as specified for low voltage wire.

2.03 GROUNDING ELECTRODES

A. Ground rods shall be 3/4 in by 10 ft copper clad steel and constructed in accordance with UL 467.

The minimum copper thickness shall be 10 mils. Ground rods shall be manufactured by ERICO, Copper weld or approved equal.

2.04 CONNECTORS AND CONNECTIONS

A. Waterpipe ground clamps shall be cast bronze, Thomas & Betts Co. Cat. JPT, like Burndy; O.Z.

Gedney Co. or equal, and of the correct size for the pipe.

B. All underground grounding connections shall be by an exothermic weld process, ERICO Cad weld;

T&B Fuse weld SCR1.

C. Where an exothermic welding process cannot be used because of the Owner’s operations, a Burndy Hy-ground Irreversible Compression System shall be used. The use of a compression system ground connection is prohibited without written approval on a case-by-case basis from the Owner or Engineer. Permission shall be requested through the RFI process. Use of compression connectors without permission may result in replacement with exothermic connects at Contractors expense.

D. Grounding connections in a Class 1 Division 1 Area shall use a Burndy Hy-ground Irreversible Compression System, or equal.

PART 3 EXECUTION

3.01 INSTALLATION

A. Run grounding electrode conductors in PVC. Do not allow water pipe connections to be painted. If the connections are painted, disassemble them, and remake them with new fittings.

B. Install equipment grounding conductors in all raceways for the power, control, and instrumentation systems. Grounding conductors shall be independent conductors and shall be separate from all shield drain wires.

C. Conduits and other raceways shall contain an equipment grounding conductor whether the raceway is metallic or not. Conduits, motors, cabinets, outlets, and other equipment shall be properly bonded in accordance with NEC requirements. Where ground wire is exposed to mechanical damage, install wire in rigid conduit.

D. Bond all steel building columns in new structures together with ground wire in rigid conduit and connect to the distribution equipment ground bus, ground wire connections to structural steel columns shall be made with long barrel type one-hole heavy duty copper compression lugs, bolted through 1/2 in maximum diameter holes drilled in the column web, with stainless steel hex head cap screws and nuts.

E. Where the grounding loop rises to bond to a column, an insulated jumper shall be installed. An insulated ground jumper shall be used. The jumper shall be bonded to the grounding loop, rise above the ground and make connection to the building column steel. All connections to the ground ring and the building steel shall be of the exothermic type as specified equal to the Cadweld process.

F. Metallic conduits stubbed into a motor control center shall be terminated with insulated grounding bushings and connected to the motor control center ground bus. Bond boxes mounted below motor control centers to the motor control center ground bus. Size the grounding wire in accordance with NEC Table 250.122, except that a minimum No. 12 AWG shall be used.

G. Liquid tight flexible metal conduit in sizes 1-1/2 in and larger shall have bonding jumpers. Bonding jumpers shall be external, run parallel (not spiraled) and fastened with black plastic tie wraps.

H. Ground transformer neutrals to the nearest available grounding electrode with a conductor sized in accordance with NEC Article 250.66.

I. Ground each AFD to ground loop or counter poise electrode system in addition to the equipment ground which runs a long with the feeder and load conductors.

J. Drive grounding electrodes were shown on the Drawings. All grounding electrodes shall be a minimum of 20 feet apart.

K. All equipment enclosures, motor and transformer frames, conduits systems, cable tray, cable armor, exposed structural steel and all other equipment and materials required by the NEC to be grounded, shall be grounded and bonded in accordance with the NEC.

L. Seal exposed connections between different metals with no-oxide paint, Grade A or equal.

M. Lay all underground grounding conductors’ slack and, where exposed to mechanical injury, protect by pipes or other substantial guards. If guards are iron pipe, or other magnetic material, electrically connect conductors to both ends of the guard. Make connections as specified herein.

N. Care shall be taken to ensure good ground continuity, between the conduit system and equipment frames and enclosures. Where necessary, jumper wires should be installed.

O. All grounding type receptacles shall be grounded to the outlet boxes with a minimum, #12 XHHW green conductor, connected to the ground terminal of the receptacle and fastened to the outlet box by means of a grounding screw.

P. Provide bare tinned copper 4/0 AWG ground for the full length of all cable tray systems. Bond each section of tray to the 4/0 ground. Bond each enclosure served by conductors in the tray system to the 4/0 ground. Bond the 4/0 ground to the grounding system grounding electrodes in duct banks.

3.02 INSPECTION AND TESTING

A. Inspect the grounding and bonding system conductors and connections for tightness and proper installation.

B. Use Biddle Direct Reading Earth Resistance Tester or equivalent test instrument to measure resistance to ground of the system. Perform testing in accordance with test instrument manufacturer's recommendations using the fall-of-potential method.

C. All test equipment shall be provided under this Section and approved by the Owner/Engineer.

D. Resistance to ground testing shall be preceded by no precipitation for a minimum of 5 days.

Submit test results in the form of a graph showing the number of points measured (12 minimum) and the numerical resistance to ground.

E. Testing shall be performed before energizing the electrical distribution system.

F. A separate test shall be conducted for each building or system.

G. Notify the Engineer immediately if the resistance to ground for any building or system is greater than five ohms.

H. Submit grounding test report to the Engineer / Owner.

I. The Contractor shall not bury the installation before it is inspected.

END OF SECTION

1. Cost Breakdown:

The Contractor shall submit a cost breakdown per Division as specified in the SOW.

Include all supervision, management, labor, materials, equipment, storage, travel, and personnel necessary to manage and accomplish the work.

Labor rates to comply with Davis-Bacon Act (42 CFR § 137.379- Davis Bacon Act and Wage Rate);

Include all applicable local and state taxes, and any TERO fees as outlines in attached “Shoshone Arapaho TEROS.pdf”.

2. Inclusion, non-inclusion:

The contractor shall not perform work that is outside the SOW (included) unless directed in writing by the Contracting Office (CO). Any work done by the Contractor outside the SOW without direction from the Contracting Officer will be at the Contractor's own risk.

3. Mandatory Pre-Bid Meeting:

The contractor shall attend an informational meeting at SSIS in Riverton, WY. The CO or COR shall notify the contractor of the date and time of the Pre-bid meeting and site visit. Preliminary Design Documents to be available for viewing.

4. Pre-Construction Meeting:

Contractor and Sub-contractors shall attend a pre-construction meeting at SSIS. The CO or COR shall notify the contractor of the date and time of the Pre-construction meeting. The pre-construction meeting date is dependent on award date and issuance of notice to proceed.

Representatives of the contractor shall meet the COR and site facility staff at the location prior to the start of construction to review the safety program and discuss the implementation of health and safety provisions pertinent to the work under contract. The contractor should be prepared to discuss, in detail, the measures to be taken to control the hazardous incident to the major phases of the work under contract. This meeting shall be devoted mainly to a discussion of the way the contractor intends to administer the health and safety program, delegation of responsibility for implementing the program, and a determination of what shall be presented in the written safety program to be submitted before construction begins. The contractor shall submit the safety program, a construction schedule, and a schedule of values (CSI format) at the Pre-Construction meeting. A staging area shall be designated with approval by SSIS facilities. The contractor shall perform the work and not disrupt the day-to-day activities of the College and Campus traffic.

5. Quality Assurance:

SSIS shall provide a Construction Inspector (CI) and together, the Contractor’s construction Superintendent and the CI shall provide the necessary project oversight to ensure compliance with the contract documents. The Contractor’s Construction Superintendent shall be I.C.B. O. certified and qualified with not less than ten (10) years of building construction inspection experience or if not I.C.B.O. certified, have at least fifteen (15) years of building construction inspection experience on projects similar in size and scope as this project. The Contractor shall continuously monitor the construction activities of its construction sub-contractors(s). The construction sub-contractor’s performance shall be reviewed for compliance with all contractual terms, conditions, drawings, specifications, and codes. The Contractor shall identify any unsafe working conditions that it witnesses on site and shall require their sub-contractor(s) to correct the conditions before the applicable work proceeds.

6. Construction Requirements:

The Contractor shall provide the full range of construction associated with the permanent installation of the TITUS Aerator System, in accordance with the BIA approved construction documents and shall conform with the BIA adopted codes and standards which are a part of the construction contract.

a. Codes and Standards: The construction documents shall comply with current laws, codes, and guidelines adopted by the Bureau of Indian Affairs, Division of Safety and Risk Management which is the Authority Having Jurisdiction.

7. Construction Services:

Construction shall be completed in accordance with BIA approved Design Documents; and shall commence on Notice to Proceed issued by the Contracting Officer. The Contractor is responsible for the following:

a. Construction Phase Services

b. Testing Services

c. Occupancy of Buildings

d. Post-Construction Services

e. One-Year Warranty Services

NOTE: Construction Administration, Construction Inspection, Construction Commissioning Services will be implemented for this project and the contractor shall work cooperatively with all entities involved with this project; including the User.

8. Abatement and Demolition:

Testing of hazardous materials shall be performed for any abatement that may be required prior to the demolished.

Prior to demolition, Contractor shall coordinate with the COR and SSIS Facilities Department all utility shutdowns that shall not impact other facilities on SSIP campus.

9. Testing Services:

The Contractor shall retain the services of a specialized testing services firm during construction or as otherwise recommended by SSIS to ensure compliance with construction standards and the drawings and specifications under the subcontract; however, SSIS shall approve the proposed testing firm.

10. Monitoring and Reporting Project Performance:

a. Monitoring

The Contractor is responsible for managing the day-to-day operations of the contract and construction sub-contractor activities. The Contractor must monitor the sub-contractor activities.

The Contractor must monitor the sub-contractor supported activities to assure compliance with the applicable Federal requirements and to assure that performance goals are being achieved.

b. Construction Performance Reporting The Contractor shall submit to the COR, CA, and CI, monthly, the following:

1) The on-site technical inspection reports performed by the Contractor and their Construction Superintendent.

2) A copy of the Contractor certified construction sub-contractor(s) payment request including certified percentage-of-completion data.

3) Significant developments. The Contractor shall report events which occur between reporting periods which have a significant impact upon the contract and the construction subcontract(s). The following shall be reported to the Contracting Officer and COR:

a.) Problems, delays, or adverse conditions which will materially impair the ability of the Contractor or its subcontractor(s) to meet the schedule, objectives, and budget in the contract. This disclosure must include a statement of the action taken, or contemplated, and any assistance needed to resolve the situation.

b.) Favorable developments which enable meeting time schedules and objectives sooner or at less cost than anticipated.

c. Financial Reporting The Contractor shall submit to the CO and COR monthly:

1) Outlay Report and request for payment.

2) The Contractor’s original schedule of values.

11. Furnishing, Fixtures and Equipment:

The Contractor shall provide furnishing, fixtures and equipment per drawings and specifications.

12. Equipment, Property Management:

The Contractor shall provide equipment, property management per drawings and specifications.

13. Construction Contract Administration Services:

The Contractor shall require its Project Superintendent to:

a. Observe the construction in progress as the nature of the work requires. The subcontractors shall work closely with the Contractor Project Superintendent to ensure that the construction work meets the requirements of the construction contract and construction documents. Provided that the nature and scope of this project requires specialized engineering inspections, the Contractor shall provide engineering consultants or staff consisting of civil, mechanical, electrical, or structural engineers, for inspections at appropriate times during construction and they shall be available to make site visits for the purpose of inspecting specific engineering work or resolving any engineering problems on an as-needed basis.

b. Process the sub-contractor’s shop drawings, product data and samples.

c. Review the results of construction testing and inspection after award of the construction subcontract and when necessary, recommend corrective actions to the Contractor.

d. Evaluate the sub-contractor’s monthly request for payment and make recommendations to the Contractor for payment.

e. Handle requests for changes during the construction period and make recommendations to the Contractor. Provide the Contractor with independent estimates for any proposed change order(s).

f. Assist the Contractor in resolving claims brought by the sub-contractor or sub-contractor(s).

g. Assist the Contractor and the CI in establishing the proposed date of Substantial Completion, development of ‘punch-list’ items, establishing and participation in the final inspection and completion of the closeout process.

h. Assist with coordination with the Facilities Department for training maintenance and security personnel after construction has been completed and all systems are operational.

All submittals, keys, as-built drawings, and other end-of-work documents must be received from the Contractor and their sub-contractor(s) by the COR and CI before the Certificate of Substantial Completion is issued.

14. Site Use Areas:

During the construction period the Contractor shall have limited use of the premises for construction operations including use of the site. The Contractor’s use of the premises is limited by the approved staging areas allowing the contractor access for the performance of the work. Construction personnel will park vehicles only in designated areas, in coordination with the COR and SSIS Facilities Department.

Keep driveways and entrances always serving the premises clear and available to traffic. Keep Entry/Exit Doors of the Facility unobstructed, always. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

15. Contractor Housekeeping:

Good housekeeping, including provisions and facilities for routine scrap removal, shall be maintained in all areas within the Contractors scope of operations. All garbage shall be stored and removed to an approved dumpsite or landfill. The construction yard(s) shall be restored to their natural condition or better as required by the Government requirements and in accordance with State and Federal Law (i.e. applicable OSHA construction standards).

Disposal of waste materials will not be allowed on site as stated in the specifications. Contractor shall provide copies of all hazardous and non-hazardous waste manifest/records will be submitted to SSIS Facilities for annual reporting to BIA. All manifests shall be submitted monthly.

16. Occupancy of Site:

a. All submittals, keys, as-built drawings and other end-of-work documents must be obtained from the Contractor and their sub-contractors and be handed over to the COR and CI before the contract completion.

17. Post Construction Services:

f. The Contractor shall provide to the COR real property cost data for Work completed. The BIA DFMC will use this information to capitalize the project costs.

g. No later than 14 calendar days after the date of Substantial Completion, the Contractor shall provide final building and site data to the COR for the BIA’s use in updating the Facilities computerized maintenance management (MAXIMO) database. The Contractor shall provide a list of all as-built spaces. This data shall be provided to the COR using the most recent version of Auto CAD software or other acceptable electronic file format and shall be used to establish the Operations and Maintenance funding for the new facilities.

h. The Contractor shall provide to the COR real property cost data, by building, for the BIA’s use in capitalizing the project costs:

1) To the extent they were included in the project, the cost of all major elements of site development and utilities.

2) The sub-contractor fees, including reimbursable costs, are paid during all stages of the project’s construction development.

3) All costs of the Contractor to administer the project including but not limited to salaries, travel, training, legal fees, inspection costs.

4) If included in the project, the cost of all installed equipment will be greater than $5,000. The

Contractor will not be required to provide this information if the SSIS was responsible for the equipment purchasing and installation.

5) The Contractor shall provide services to close-out the contract after completion of construction.

18. One-Year Warranty Services:

The Contractor shall require its sub-contractor(s) to participate in a one (1) year warranty inspection at least 30 days before the end of the construction warranty period. The Contractor shall prepare a list of warranty deficiencies and the Contractor’s Construction Superintendent shall require the sub-contractor(s) to correct the deficiencies the sub-contractor(s) is responsible for under the construction contract(s). The Contractor shall enforce any extended warranties provided under the construction contract. The contractor shall keep a detailed log of all work completed within the one-year warranty period. The log shall include a description of the work completed, approximate cost of work to the contractor, sub-contractor who completed the work and the date completed. The log will then be submitted to the COR at the end of the warranty period.

C. Codes and Standards

1. The Contractor shall provide a multi-disciplined construction team to provide professional construction services to meet the following codes.

a. NFPA 5000 - Life Safety and Fire Codes

b. National Electrical Codes

c. Uniform Plumbing and Mechanical Codes

d. ASHRAE Standards, Handbooks, Journals and Publications

e. Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines

(ADAABAAG)

f. OSHA - Federal Regulations

g. E.P.A. - State, and Federal Regulations

h. LEED’s or DOI Sustainable Building A&C Tool with waiver

i. Local Utilities, (Water, Sewer, Electric, Gas)

j. All other adopted codes and standards during the work processes.

D. Government Furnished Materials

1. BIA School Facilities Design Handbook 2007

2. DRSM Safety and Occupational Health Program Evaluation Guide

3. DSRM Final Inspection and Certificate of Occupancy Guidelines

4. Lagoon and Aeration Drawings and Specifications

E. Performance Time and Government Holidays

1. Performance Time will start with the issuance of the Notice to Proceed. The Contractor shall complete the work described in this Statement of Work within the performance period set forth.

according to the performance time set forth:

2. If a Federal holiday falls on a scheduled workday, the contractor shall be responsible for rescheduling work for the first day post-holiday.

Federal Holidays New Year’s Day – January 1 Martin Luther King Day – 3rd Monday in January President’s Day- 3rd Monday in February Memorial Day -: last Monday in May Independence Day – 4 July Labor Day – 1st Monday in September Columbus Day – 2nd Monday in October Veterans Day – 11 November Thanksgiving Day- 4th Thursday in November Christmas Day – 25 December

F. Construction Deliverables

1. Submit one copy of the following to the CA, CI, CX, and COR as indicated or as directed by the CO below: (also in accordance to the specifications deliverable sections)

a. Shop drawings, test certificates, material samples or other submittals required under the construction subcontract. [Bureau's Division of Safety & Risk Management shall review construction submittals for applicable Life Safety and Emergency lighting.]

b. Construction Changes

1) Requests for Proposals

2) Justification & Obligation of Funds form with Engineer's estimate including proposal from

Construction subcontractor or lower tier subcontractors.

3) Acceptance copies of Change Orders

4) Minor Modifications

c. Construction subcontractor monthly payment requests, construction subcontract cost breakdown (cost schedule per CSI) and construction progress schedule updated on a weekly basis.

d. Construction subcontractor and lower tier subcontractor payrolls, and monthly delinquent payroll reports.

e. Daily Construction Reports, Monthly Progress Report, Interim and Final Inspection Reports.

f. As-Built drawings on editable AutoCAD sent to CA for final As-Built submission.

g. As-Built drawings and Operation & Maintenance manuals.

h. Key log in a spreadsheet format with all pertinent information for use by the owner.

i. Warranties required under the construction subcontract.

j. Release of Claims with Release of Claims from Contractor.

k. All final cost data per building required to capitalize the project.

l. Supervise the performance of subcontractors on site, ensuring that work is performed in a safe manner and in accordance with contract specifications.

2. Submit the following to the COR:

a. Refer to the Final Safety and Health Inspection and Certificate of Occupancy Guidelines by the BIA, Division of Safety and Risk Management for all requirements and guidelines to provide the following, if any of these items are included in the scope of this project:

1) Three (3) sets of Fire Alarm System testing reports,comple

2) Three (3) sets of Fire Sprinkler testing reports,

3) Provide all pertinent data per specifications.

b. As-Built Drawings

1) Three (3) sets of full size As-Built drawings. As-Built drawings shall be prepared in the current AutoCAD and Adobe Acrobat PDF electronic file formats. Provide 2 CDR disks of each format to COR.

2) All final project data required to capitalize the project.

3) Data necessary for site improvements to the BIA inventory system.

3. Submit one copy each of the above items to the address indicated below or as directed by the CO.

4. Retain one copy of the above on the project site until completion of construction. Distribute these copies as directed by the COR.

Submit all deliverables electronically to the CO:

XX, Contracting Officer Bureau of Indian Education 1001 Indian School Road NW, Suite 349 Albuquerque, New Mexico 871044.

Submit all deliverables to the following address:

Theodore M. Steidl, Contracting Officer's Representative 9169 Coors Blvd NW Bloomington, MN Telephone: (xxx) xxx-xxxx theodore.steidl@bie.edu

G. Invoice Submittal

1. Payments shall be made via the Governments Invoice Processing Platform (IPP) System.

Submit courtesy invoice (via email listed below) to COR for review of accuracy and approval to submit for IPP processing. A detailed invoice/pay application shall be submitted monthly.

Improperly prepared invoices shall be returned to the contractor, resulting in delayed payment.

2. The Contractor shall submit to the CO and COR monthly:

a. Request for payment

b. The Contractors original schedule of values

3. At a minimum, a properly prepared invoice shall include:

a. Invoice

b. Invoice number

c. Purchase order number

d. Contractor name, address, and telephone number

e. Beginning and ending dates if services/construction provided

f. Line-item number with description as shown in contract and a detailed breakdown

g. Any additional information to show percentage of work completed during the billing period

h. Invoices shall be submitted to the CO and COR for review and approval prior to uploading into IPP

i. Certified payrolls shall be submitted with each invoice

H. Background Clearance and Safety Orientation

1. Safety orientation is required by all contractors to be provided by the SSIS Safety and Security

Department and/or Facilities Department. The safety orientation is required for all employees of the contractors and subcontractors prior to starting work.

2. Background Clearance is required for 2 primary contractors (i.e. Superintendent and Foreman) and 1 employee for each sub-contractor (or as determined by the COR). Contractor employees and sub-contractors shall complete a DOI Access/eQIP clearance online, to be coordinated with the COR. Employees will require an escort until background clearance has been approved.

3. Contractor/Employee Identification, Sign-In/Out Procedure.

a. All employees (contractors and subcontractors) shall sign in/out daily at the Facilities

Department and/or in the project binder.

b. All employees shall wear a nametag, other identifying apparel with the company logo or obtain a badge from the Facilities Department.

I. Hours of Operation

Contractor hours of operation at Owner shall commence no earlier than 7:00 a.m. (MTS) and continue no later than 6:00 p.m., Monday through Friday or as agreed upon between the Contract and the COR. All work shall be coordinated through the COR, including work that may need to be scheduled after hours, weekends and holidays.

J. Travel Authorization

The contractor shall include all travel costs associated with providing the required services including travel to the contractor's site offices, in accordance with specifications.

K. Appendices

a. Aerator Phase-2 Sketch Revised 4-12-2023.

b. Existing St Stephens Power Supply-Demolition

c. SECTION 26 05 04 Electrical Demolition

d. St. Stephens Indian School Aerator System Foundation

e. St Stephens Power supply

f. SECTION 26 05 26 Grounding and Bonding System

g. Shoshone Arapaho TERO

END OF STATEMENT OF WORK