SOW_B1140_Steam Boiler Rpl_Rev_5.pdf

B1140 USDB Steam Boiler Replacement Statement of Work 13 June 2025

STATEMENT OF WORK

FOR

CONSTRUCTION AGREEMENT – B1140 Replace Steam Boiler & Relocate Electrical Equipment

PROJECT NO: M.0159066

Fort Leavenworth, KS Rev. 5

PROJECT M.0159066 / NAME: B1140 Replace Steam Boiler & Relocate Electrical Equipment DATE: 11 August 2025

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 specification to perform all work in strict accordance with the plans and specification to demolish and replace the existing steam boiler and associated equipment in The USDB Prison’s E134 mechanical room. In addition to the steam boiler replacement, the work will also include the replacement of three corroded electrical panels (one 150A MCB and two 600A MLO) and one 45 kVA step-down transformer located in a boiler room. The existing equipment is deteriorating due to direct exposure to steam, chemicals and high humidity conditions. The replacement work will include furnishing and installing NEMA 4X-rated stainless steel equipment to mitigate environmental damage and comply with NEC 110.11 and 450.9. All work performed by the contractor shall result in a complete, functional system.

Location: The site of the proposed work is Building 1140 the USDB Prison, Fort Leavenworth, KS.

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 individual task orders.

c. Government Representatives: Representatives of the Directorate of Public Works will act as Project Oversight for the Contracting Officer/COR for this contract awarded under this agreement.

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/COR or their designated representative. The designation shall be in writing and a copy furnished to the Contracting Officer/COR within ten (10) days after signature of this agreement.

e. Identification of Contractor Employees. The contractor shall provide each employee an identification (ID) badge on contract start date or on employment start date. 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.

f. Wage Determinations: The location and type of work to be performed will dictate the applicable Wage Determination to be associated with each individual Task Order.

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 should be described in terms of one of the following price ranges: Between $500,000 and $1,000,000.

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

Mechanical Work

a. Demolition – Mechanical/Electrical Room E134

1) STB-E01 steam boiler and associated piping/valves.

2) Feedwater Tank and associated skid components.

3) Two Feedwater Pumps

4) Two pressure reducing valves and associated piping/valves.

5) Makeup water valve assembly.

6) Steam control valve assembly.

7) All steam boiler flue vent ducting.

8) Remove condensate pumps, associated piping and return pumps to Government for spare parts.

9) Condensate return pit.

10) Boiler chemical feed unit and associated piping/valves.

11) Domestic hot water steam mixing valve assembly.

12) Water softener system.

b. New Installation Work – Mechanical/Electrical Room E134

1) Install new boiler skid that meets the following specifications:

I. Total capacity of 300 HP and 6800 MBH

II. 150 PSIG

III. Natural Gas Fired IV. Three vertical steam boilers included on skid

(1) Burners shall be located on the front of the boiler not the top.

(2) These boilers shall provide redundancy to the serviced areas.

V. Includes blowdown system.

VI. Includes 40-gallon chemical feed system.

VII. Minimum of 5:1 turndown per boiler.

VIII. Include economizers on boilers to preheat the makeup water.

IX. Include a deaerator tank capable of chemical free deaeration, to remove oxygen from boiler feed water to 0.005 CC/Liter.

X. Add steam piping connection points to allow the isolation of the boiler system and allow a mobile temporary boiler to connect in the event of a complete boiler skid failure.

2) Install appropriately sized new water softener system approved by manufacturer.

3) Install two new PRVs and associated piping/valves for the laundry and kitchen areas served by steam boiler.

I. The PRV assemblies shall be a like for like swap of the existing PRV valve assemblies and associated piping.

4) Install all new associated steam, condensate, chemical feed, feed water piping as necessary for the system to operate. New piping shall replace the existing piping to the greatest extent possible within E134 mechanical room. New piping shall connect to the existing piping just as it exits the E134 mechanical room to the laundry and kitchen areas.

5) Install Government furnished domestic hot water mixing assembly to the existing domestic hot water storage tank system within the E134 mechanical room.

6) A minimum of 8 hours of manufacturer’s training shall be provided to Government on all new equipment and assemblies.

7) The boiler skid and components shall be compatible with the current Fort Leavenworth Automatic Logic Controls system. The updated BAS shall be a single complete non-proprietary Direct Digital Control (DDC) system. The system shall connect to and be fully compatible with the existing Automated Logic base wide system. Point list shall comply with UFC 3-410-01 and be coordinated with the COR. The controls shall meet all Ft. Leavenworth network requirements. The controls shall also meet guidelines for control, protocol, and equipment, as specified in the existing mechanical drawings included in the solicitation. This update shall allow DPW technicians to remotely connect to the buildings to monitor and troubleshoot the HVAC system.

8) Install new stainless steel condensate pit.

9) Modify existing equipment concrete pad as necessary to accommodate the new boiler equipment.

10) One-year parts and labor shall be provided.

11) Labor shall include:

I. Removal and replacement of existing steam boiler system.

II. Removal and reinstallation of Government furnished of the domestic water mixing valve assembly.

III. Electrical labor to install new steam boiler system.

IV. Programming and integration of the steam boiler into the Ft. Leavenworth Automated Logic Controls.

V. Operational checkouts of the new equipment to be performed with a Government Rep. present.

Electrical Work

a. Demolition Objectives - Electrical panel & Transformer Relocation USDB

1) Disconnect electrical panel Z3 (120/208V, 150 MCB, 4-wire), panel HZ3 S1 (600 MLO, 277/480V, 4-wire), panel HZ3 S2 (600 MLO, 277/480V, 4-wire), and transformer DT-Z3 enclosure, currently located in the boiler pump room.

Replacement of equipment is due to corrosion caused by steam exposure. Existing equipment exhibiting corrosion shall be removed and replaced with new, equivalent existing equipment or approved substitute equipment.

2) Should unforeseen conditions arise that impede the execution of the work as indicated, the contractor shall immediately notify the Contracting Officer/COR before proceeding.

3) Disconnect and remove all associated electrical wiring and conduit connected to the panels and transformer. Existing conduit within the renovated area shall be re-used for new installations where they are in acceptable condition and can be left in place. Remove and dispose of any encountered abandoned conduits and wiring.

4) All demolition materials removed shall be returned to the owner as directed or salvaged it.

5) To minimize power interruption to equipment served by the panels and transformer, installation of all new equipment shall be completed prior to the demolition of the existing equipment. A detailed switching plan must be submitted for approval.

6) Remove and dispose of any abandoned water pipes present within the laundry room.

7) The contractor shall be responsible for patching all openings created in existing construction. Patchwork must match the surrounding area in texture and color, with paint color-matched from break point to break point after the removal of equipment and electrical devices.

b. Installation of Electrical Panel & Transformer in USDB.

1) Equipment Installation: Furnish and install the following electrical equipment and match the existing panels & transformer, meeting all UFC, NFPA 70 codes and standards:

I. Panel Z3 150A MCB 120/208V 3P 4 Wire, Copper Bus (Surface Mount) 42 circuits, NEMA 4x, Stainless Steel

II. Panel HZ3 S1 – 600A MLO 277/480V 3P 4 Wire, Copper Bus (Surface Mount) 42 circuits, NEMA 4x, Stainless Steel

III. Panel HZ3 S2 – 600A MLO 277/480V 3P 4 Wire, Copper Bus (Surface Mount) 42 circuits, NEMA 4x, Stainless Steel

IV. 45 kVA, Primary: 480V and Secondary: 208Y/120V, Winding Material: Copper, Enclosure: NEMA 4X Stainless Steel with Ventilation

2) Install new electrical panels and transformers, ensuring all NEC/NFPA70, UFC codes and standards are met.

Transformer enclosure must provide adequate ventilation and physical protection.

3) Install the new electrical panel(s)/transformer with a support structure, conduits, and conductors in accordance with the manufacturer’s specifications and all applicable codes. New circuit breakers shall be installed within the new panels, matching the ratings and functionality of the removed breakers.

4) Coordinate with the facility management team to obtain necessary approvals and permits for the replacement project.

5) Develop and submit a detailed replacement plan outlining the sequence of activities, safety measures, timeline, and a comprehensive switching plan as to not affect the actives of the prison.

6) Procure all necessary materials, equipment, and supplies for the relocation, including new mounting hardware, conduits, wiring, grounding materials, labeling, new electrical panels, a new transformer, and replacement circuit breakers.

7) Provide corrosion-resistant terminations and antioxidant compound where applicable.

8) Replace all conduits with rigid galvanized steel as appropriate for the environment.

9) Install (gasketed enclosure) watertight conduit hubs, seals, and fittings to maintain the NEMA 4X rating of the enclosures.

10) Reconnect the power supply to the new electrical panels and a transformer, verifying the proper functioning of the equipment through comprehensive testing and commissioning.

11) Steam Exposure Assessment: Document the extent of the corrosion caused by steam exposure with photographs. This documentation may be required for insurance or warranty purposes.

12) Grounding: Ensure proper grounding of all new equipment per NEC Article 250.

c. Patching & Finishing

1) The contractor shall be responsible for patching all openings created in existing construction. Patchwork must match the surrounding area in texture and color, with paint color-matched from break point to break point after the removal of equipment and electrical devices.

d. Testing & Commissioning

1) Perform insulation resistance testing on all new conductors.

2) Verify torque on all lugs and terminations.

3) Perform functional testing to verify transformer output and panel energization.

4) Arc Flash Study: An arc flash study may be required to determine appropriate PPE requirements for working on the electrical system.

5) Security: Ensure the new enclosure provides adequate security to prevent unauthorized access.

6) Provide panel schedules that are most up-to date.

e. Reference Documents: The Reference Sheets for associate electrical equipment location “Electrical as-builts” providing electrical drawings in PDF format to the contractor.

f. The governing codes and required specifications for materials, installation, and/or execution of all performed work, including but not to limited to the following:

1) UFC 1-200-01, DoD Building Code (General Building Requirements)

2) UFC 1-300-02, Unified facilities Guide Specification (UFGS) Format Standard

3) UFC 3-120-10, Design: General Interior Design Requirements

4) UFC 3-501-01, Electrical Engineering, with Change 2

5) UFC 3-520-01, Interior Electrical Systems, with Change 2

6) UFC 3-560-01, Operation and Maintenance (O&M): Electrical Safety, with Change 3

7) UFC 4-010-01, Department of Defense Minimum Antiterrorism Standards for Buildings

8) NFPA 70: National Electrical Code, 2023

9) NFPA 70E: Standard for Electrical Safety in the Workplace.

10) NFPA 101: Life Safety Code

SW-3 PROJECT INSTRUCTIONS

a. Coordination: Before starting any work, the contractor shall coordinate said work through the Contracting Officer/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.

b. Normal Working Hours: The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer/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 not on 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/COR in the form of paper, hard copy, and (1) digital PDF format copy. AutoCAD drawings are 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. 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.

i. 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.

j. 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 each subsequent awarded Task Order (reference belowSW-5) http://www.nps.gov/tps/standards.htm

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 Contracting Officer/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 Contracting Officer/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, task order, building number, and submittal short description or number. Each task order will list its required submittals in the SOW or the applicable named construction specifications. Form Attached Below

(e.g. Submittal_(Contract/Task order #)_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-1d) Site Specific Safety Plan (SW-4b) Quality Control Plan (SW-6) Project Signage (SW-7) Submittal Registry / LOG for all submittals intended for project – prior to start of construction submittals SD-02 Shop Drawings (Specify –as required) 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-07 Certificates (SW 5a) mailto:usarmy.leavenworth.acc-cc.mbx.construction@army.mil

SD-08 Manufacturer's Installation 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-3i) Debris Recovery Statement Form (attached) (SW-3d) As-Built Drawings (SW-3e)

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 --