SOW_B246 Elevator Replacement Rev 2.pdf

B246 – Elevator Modernization Statement of Work 18 June 2026

STATEMENT OF WORK

FOR

CONSTRUCTION AGREEMENT – CONSTRUCTION

PROJECT # / NAME: Building 246 Elevator Modernization

DATE: 18 June 2026

SW-1 DESCRIPTION OF WORK

a. General The work consists of furnishing all plant, labor, equipment, and materials to perform all work in strict accordance with the plans and specifications to perform the following work. The existing building 246 elevator requires complete demolition and replacement to include all associated mechanical room equipment. This acquisition will require a general contractor with experience and expertise capable of fully managing this contract simultaneously with their other work, which will require construction scheduling, cost estimating, quality control, and coordination of subcontractors in a wide variety of construction trades.

b. Bonding: Contracts shall adhere to the requirements at FAR 28.102 to include requirements for bonding.

Bonding will be included in a separate line item on the contract.

c. Government Representatives: Representatives of the Directorate of Public Works (Contracting Officer Representative (COR), architect, engineer, etc.) will act as Project Oversight for the Contracting Officer for this contract.

d. Key Personnel Staffing Plan: The contractor shall assign an employee other than the On-Site

Superintendent who will serve as Project Manager for the course of this agreement. The official shall be responsible for being a liaison between the contractor and the Contracting Officer and the COR and/or their designated representative. The designation shall be in writing and a copy furnished to the Contracting Officer and COR within ten (10) days after signature of this agreement.

e. Identification of Contractor Employees. The contractor shall provide each employee working at the site an identification (ID) badge prior to their start date on this project. Contractor personnel shall wear the ID badge at all times when performing work under this contract to include attending Government meetings and conferences. Contractor employee shall wear the ID badge in a conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit such placement. Any worker without a badge may be asked by the Contracting Officer or COR to leave the site until they have the badge properly displayed.

f. Wage Determinations: The location and type of work to be performed will dictate the applicable Wage

Determination to be associated with this contract.

g. Required Insurance Coverage: In conjunction with FAR Clause No. 52.228-5 entitled "Insurance Work on a Government Installation" the Contractor’s insurance coverage shall include the following types with the minimum amounts of liability indicated herein.

TYPE MINIMUM AMOUNT

Workmen's Compensation and Employer's $100,000 Liability Comprehensive General Liability $500,000 (Bodily Injury) Per Occurrence Comprehensive Automobile Liability

$200,000/$500,000 (Bodily Injury) Per Occurrence $20,000 (Property Damage) Per Occurrence

h. Rough Order of Magnitude: In accordance with FAR 36.204 - Disclosure of the Magnitude of

Construction Projects. Advance notices and solicitations shall state the magnitude of the requirement in terms of physical characteristics and estimated price range. In no event shall the statement of magnitude disclose the Government’s estimate. Therefore, the estimated price is withing the following price range:

(a) Between $500,000 and $1,000,000.

SW-2 PRINCIPLE FEATURES The work to be performed includes the following principal features:

a. The building 246 requires a full demolition and replacement of its’ existing MRL elevator and associated equipment and support structure. The record drawings for the most recent renovation and elevator repairs shall be provided in this solicitation. The new elevator shall be installed with a 100% non-proprietary system, being that when future maintenance is required, any elevator repair technician has the capability of performing repairs. The contractor shall provide 3 front openings with 24’3” of travel that opens at 100 FPM. The new elevator shall be hydraulic, holeless, roped, single jack, cantilever, passenger elevator with a 4,500 lb capacity. The contractor shall comply with ANSI A17.1-2016 requirements.

SW-3 PROJECT INSTRUCTIONS

a. Coordination: Before starting any work, the contractor shall coordinate said work through the Contracting Officer and/or COR or their designated representative. Verbal notification shall be given to the Contracting Officer/COR or their designated representative prior to starting work. The Contractor shall take all reasonable measures necessary to minimize the disruption of the occupants during performance of contract work.

The building will remain occupied during construction. The contractor will provide exit signage if alternative exit routes are proposed and maintain free and unobstructed egress from all parts of the building at all times. Coordinate egress requirements with the Government COR.

b. Off road contractor staging/work site: If the Government approved staging area, haul route or parking for the contractor is permitted to be on turf, the contractor will install fencing along the drip lines of all trees within this area. No parking, driving, storage of equipment or material will be permitted within the fenced area. If the scope of work includes work within the drip line, the contractor shall bore any required utilities below or through the root system, avoiding the largest roots near base of the tree, in lieu of trenching. If the grade is to be changed within the drip line per the SOW, tree wells or root boxes shall be constructed depending on whether the new grade is a fill or cut respectively. Upon completion of any required work within the drip line, the contractor shall loosen any compacted soil to a depth of 8 inches and restore any damaged turf in the area.

c. Normal Working Hours: The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer and/or COR. The Contractor shall schedule their working hours to coincide with the working hours of the military installation, 7:00am to 4:30pm, Monday through Friday, except legal holidays which include the following –

LEGAL PUBLIC HOLIDAYS

New Year’s Day 1st day of January Martin Luther King Jr.'s Birthday 3rd Monday of January Presidents’ Day 3rd Monday of February Memorial Day last Monday of May Juneteenth 19th day of June Independence Day 4th day of July Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veterans Day 11th day of November Thanksgiving Day 4th Thursday of November Christmas Day 25th day of December

NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding Friday.

Holidays falling on a Sunday will be observed on the following Monday.

d. Sustainable Management of Waste: The contractor shall, at his/her own expense, ensure that 60% by weight of the demolition or deconstruction material or construction waste is diverted from landfill disposal.

This may be accomplished through recycling, reuse of material (such as crushed concrete or asphalt), diversion (material which may be used on a future project) or waste minimization (accurate planning and ordering, proper material storage and handling, right-sizing). A consolidated report outlining the amounts of diverted and disposed waste resulting in the 60% diversion shall be provided to the Directorate of Public Works Environmental Division. The contractor shall use the DEBRIS RECOVERY STATEMENT – Post Demolition/ Construction Form located at the end of this Statement of Work. All waste reduction measures must be in full compliance of federal, state and local regulations and in full compliance with material specifications. All measures involving storage of material on the installation or future use of the material by the installation must be coordinated in advance with the Directorate of Public Works.

(1) Debris and Rubbish: The contractor shall dispose of all debris and rubbish in an off-post dump site at no additional cost to the Government per Sustainable Management of Waste defined above.

The government landfill, dumpsters, or containers shall not be used for property disposal. All waste shall be disposed of in accordance with applicable Federal, State, and local laws.

Wastewater from construction activities, such as onsite material processing, concrete curing, foundation and concrete clean-up, water used in concrete trucks, forms, etc. will not be allowed to enter water ways or to be discharged prior to being treated to remove pollutants. Dispose of the construction related wastewater off- Government property in accordance with all Federal, State, Regional and Local laws and regulations.

(2) Scrap and Salvageable Materials: The Contractor retains right and control of scrap and salvageable material generated from Government owned facilities unless otherwise defined by this contract. All Scrap and salvaged material retained by the contractor shall be removed from the Post daily at the Contractor’s expense. Weights shall be recorded and submitted according to the Sustainable Management of Waste defined above.

e. As-Built Drawings: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide one set of as-built drawings illustrating all of the work, with changes, performed on this contract. Changes to all plans will be annotated in red ink on a set of drawings, called “Redlines” and maintained during construction and available for inspection. Drawings are to be supplied to the Contracting Officer and/or COR in the form of paper, hard copy, and (1) digital PDF format copy. AutoCAD drawings may be required as part of the As-Built requirement: see submittal requirements.

f. Shop drawings: Contractor, or any lower tier subcontractor pursuant to a construction contract, to submit to the Government, Shop Drawings consisting of detailed drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.

g. Operation and Maintenance Manuals: Contractor is responsible to keep accurate records of the installation of all new equipment and to provide operation and maintenance (O&M) manuals for all equipment installed on this contract. O&M manuals are to be supplied in binders to the Contracting Officer/COR in the form of (3) paper, hard copy and (3) digital copy in PDF format upon completion for each Master Division. For example, O&M manuals shall be provided in separate binders for different items i.e. domestic plumbing items shall be in separate binders from HVAC equipment; fire alarms should be separate from access control.

h. National Park Service - The Secretary of the Interior’s Standards: This facility or construction site is a part of the National Landmark Historic District.

i. Preparation of DD Form 1354 (Transfer of Real Property): The Contractor is responsible for submitting a final DD 1354 upon completion of construction. The Government will furnish the Contractor with a DD Form 1354 checklist to use to produce a draft Form 1354. The completed checklist and prepared draft Form DD 1354 shall be submitted to the Government prior to completion of construction for review and comments. The Government shall have two (2) weeks for review of the draft to provide comments back to the Contractor. The Contractor shall maker evisions, as necessary, to the DD1354 before final submission upon completion of the construction.

j. Warranty: Provide a list of the material suppliers with names and phone numbers for all warranties to the Contracting Officer/COR or their designated representative.

k. All work will conform to standards as established by current publication of the Unified Facilities Criteria (UFC), International Building Code (IBC), International Plumbing Code (IPC), and the National Electric Code (NEC); unless otherwise noted or authorized by the COR.

l. The Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite;

information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction are in accordance with current codes; coordination of the work with that of all other trades and performing all work in a safe and satisfactory manner.

SW-4 SAFETY REQUIREMENTS

a. The Contractor shall comply with all safety measures outlined in the Occupational Safety and Health Administration (OSHA) safety standards 29 CFR 1910 and 29 CFR 1926 and the Army Corp of Engineers EM385-1-1 used for all construction on Army Installations. The Contractor will also comply with AR 385-10 and DA PAM 385-10 Chapter 4-4 a. thru g.

b. The contractor shall provide as their first submittal #01 a Site-Specific Safety Plan for the contract.

(reference below SW-5)

SW-5 SUBMITTALS

a. In accordance with UFGS-01 33 00 (August 2018) Change 4 - 02/21, Submittals include all preconstruction documentation, shop drawings, product data, samples, letters of certification, tests, plans, design data calculations, test reports, manufacturer’s instructions and other engineering information that may be required for quality control and quality assurance. Submittals will be reviewed only for general conformance with the design concept and the information given in the Construction Documents. Approval, acceptance, or corrections and comments made by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained within each submittal accurately conforms with the requirements of the contract documents, except with respect to variations described and approved. The Government estimates up to 10 working days to review Shop Drawings and provide approval, denial or other feedback.

b. Each submittal is to be complete and with sufficient detail to allow ready determination of compliance with contract requirements.

c. For variations, proposed by the contractor, that include design changes or some material or product substitutions, the Government may require an evaluation and analysis by a licensed professional engineer hired by the contractor. When proposing a variation, deliver a submittal, which is clearly marked as a "VARIATION" to the COR, with documentation illustrating the nature and features of the variation including any necessary technical submittals and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

d. Within 15 calendar days of contract award and before installation, the Contractor shall submit for approval for all Pre- Construction Submittals (SD-01) items listed. The government has 10 working days to review and return submittals once they are received. If the contractor submits an item for re-approval, the Government has 5 days to review and return once it is received. All submittals shall be approved before work requiring the materials can be used on the project. The COR may request submittals in addition to those listed below when deemed necessary to adequately describe the work covered in this contract.

e. Submittals shall be e-mailed to the Contracting Officer/COR at:

usarmy.leavenworth.acc-cc.mbx.construction@army.mil

f. Submittals shall be labeled utilizing the keyword “submittal” with the contract number, building number, and submittal short description or number. The contracter will list its required submittals in the SOW or the applicable named construction specifications. Form Attached Below (e.g.

Submittal_(Contract_Bldg_#56_tiles)

・SD-01 Pre-Construction Submittals

・Material Safety Data Sheet shall be provided when hazardous chemicals are used.

・Construction Schedule – Schedule shall be viewable in PDF (updated weekly or as changes happen)

・Key Personnel Staffing Plan (SW-1e)

・Site Specific Safety Plan (SW-4b)

・Quality Control Plan (SW-6) ・Project Signage (SW-7)

・Submittal Registry / LOG for all submittals intended for project

・SD-02 Shop Drawings

・SD-03 Product Data (SW-5):

・All products, materials and equipment used in the project

・All serial #s, Model Number, Manufacturer information of items removed and installed. (Form provided) ・Purchase dates and proposed delivery dates provided from manufacturer/subcontractor on their letterhead without pricing ・SD-04 Samples (SW-5a):

・SD-05 Design Data Calculations (SW-5a) ・SD-06 Test Reports (SW-5a)

・SD-07 Certificates (SW 5a)

・SD-08 Manufacturer's Instructions (SW-5a)

・SD-09 Manufacturer's Field Reports

・SD-10 Operation and Maintenance Manuals (SW-3g)

・SD-11 Closeout Submittals Documentation:

・Draft DD 1354 Form & Final DD 1354 Form (SW-3i)

・Warranty Information (SW-3j)

・Debris Recovery Statement Form (attached) (SW-3c)

・As-Built Drawings (SW-3d) mailto:usarmy.leavenworth.acc-cc.mbx.construction@army.mil

SW-6 QUALITY CONTROL

This contract has a requirement for quality control. The Contractor must maintain adequate continuous quality control over each phase of his/her operation. When the Contractor signs the contract, he/she assumes the responsibility for producing the required end product within the time stated. The contractor must establish and implement a system for controlling his/her daily operations to comply with this commitment. The Quality Control Plan shall be brought to the pre-construction conference. Contractor quality control shall include the following items:

a. The Contractor shall provide and maintain an effective Quality Control Program (QC). Review of submittals for conformance to design concept and construction documents. Sufficient inspections to ensure conformance to the Statement of Work shall be performed on a continuing basis. After the contract is awarded, and prior to starting on-site construction, the Contractor shall meet with the Contracting Officer/COR at a pre-construction conference and discuss the quality control requirements.

b. The Contractor's quality control program shall include three phases of inspection and tests as follows:

1. Preparatory Inspection prior to beginning work on-site shall include but is not limited to performing a physical examination of materials existing conditions of surroundings and equipment to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand.

2. Initial Inspection shall be performed as soon as work begins on a representative portion of the particular feature of work and shall include examination of the quality of workmanship as well as a review of control testing for compliance with contract requirements.

3. Continuing Inspection shall be performed as any particular feature of work Progresses, including control testing, until completion of that feature of the work.

c. A daily inspection report shall be submitted the first workday following the date covered by the report.

The report shall be deemed late at the end of the following workday. The Contractor shall stop work, pending satisfactory correction of any deficiency noted by the quality control staff or by the Contracting Officer/COR. Contractor shall not proceed upon any feature of work containing uncorrected work. Upon any contract discrepancy found by the Contracting Officer/COR or their designated representative. Notations on quality control reports will not be acceptable as a substitution for other written reports by the Contractor if required under Contract Clauses. No payment estimate will be processed under this contract until the entire Quality Control Plan has been approved and until overdue daily QC reports are properly executed and furnished.

SW-7 PROJECT SIGNAGE

a. Contractor shall provide all necessary signage to notify installation personnel of construction.

If during construction signage is damaged due to weather, it will be the contractor’s responsibility to replace.

b. Signage shall be 2’ x 3’. Signage size may change depending on project and proposed location. Size changes must be requested through the Contracting Officer/COR.

c. Signage shall be installed at a minimum 1 week prior to start of construction. If signage is to be placed in the ground, plan ahead for utility locates through Kansas One-Call. If possible, install signage on existing structures.

d. Exact verbiage for the signage shall be approved by the Contracting Officer/COR prior to installation. All text shall be black and at an appropriate size in proportion to the individual signs. The following are items required as a minimum to be included on the signage:

1. Basic title

2. Purpose of project

3. General time frame of project, i.e., Spring 2017

4. Use phrases such as: Pardon our dust, thanks for your patience or watch for construction equipment when appropriate to the project.

e. If relevant to the project, a picture shall be used to convey the project to the public. DPW can assist with providing an appropriate image for the signage.

SW-8 UTILITY SERVICES & LOCATES

All interruptions to electrical, water or other utilities must be coordinated with the Contracting Officer/COR. The Contractor shall notify the Contracting Office seven (7) days prior to the disruption of utility services. Unanticipated interruptions of utilities will be reported to the Contracting Officer/COR immediately.

a. The Contractor is responsible for checking with and locating all the utilities in the field before construction for the Fort Leavenworth owned utilities excluding fiber/telephone and communications.

The Contractor will be provided utility drawings, as required, to aid in locating storm sewer and natural gas. Water lines and Sanitary Sewer lines are owned by American Water. Electric power distribution lines are owned by Free State Co. The utilities that are of nonconductive construction such as plastic, or Transit and have no tracer wire or other means of applying a signal are to be located from the utility maps. The utilities that are located from maps that appear to be in the vicinity of the excavation are to be hand dug for location purposes.

b. The Contractor shall contact Kansas One-Call for utility Locates for Southern Star Central Gas

Pipeline, Sprint, AT&T, Time Warner Cable, American Water, and Free State.

c. Free State and American Water will be involved in all projects that are affecting exterior water, sewer, and electric. They will be allowed to inspect all work pertaining to these utilities as they are to be notified by the contractor when as work proceeds on these projects.

d. The Fort Leavenworth telephone and communication lines are responsibility of the Network Enterprise

Center (NEC) and will be located by Fort Leavenworth personnel. The Contractor shall visit the sites and mark his proposed route or limits to his excavation on a map and take this marked up map to Directorate of Public Works (DPW) Help Desk before any excavation. NEC will mark lines in the field within 10 working days, after which the Contractor shall proceed with actual excavation. If the Contractor damages any lines during excavation the Contractor shall contact DPW Inspector immediately.

e. The Fort Leavenworth Natural Gas lines are the responsibility of the Directorate of Public Works

(DPW) and will be located by DPW personnel. The Contractor shall visit the sites and mark his proposed route or limits to his excavation on a map and take this marked up map to Directorate of Public Works (DPW) Help Desk before any excavation. DPW will mark lines in the field within 10 working days, after which the Contractor shall proceed with actual excavation. If the Contractor damages any marked lines during excavation, the Contractor shall contact DPW Help Desk immediately.

f. After all utility locations or existence of any utility for the site are completed, the contractor shall pick up their copy of the dig permit at the DPW Help Desk (Bldg. 304, OMD Office). The contractor will provide a copy of the summary and dig permit to the Construction Representative for his review prior to the start of any excavation as a daily report.

g. After DPW marks the Fort Leavenworth’s owned utilities, the Contractor is responsible for maintaining the marks.

-- End of Statement of Work --