SOW_B-48_2nd_3rd Floor Security Upgrades.pdf

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STATEMENT OF WORK FOR

Bldg. 48 2nd/3rd Floor Security Upgrades

15 July 2025

SW-1 DESCRIPTION OF WORK

a. Overall Scope: The work consists of furnishing all plant, labor, equipment, and materials to perform all work in strict accordance with the plans and specification to upgrade the 2nd/ 3rd floor electronic security system upgrades in Bldg. 48. All work performed by the contractor shall result in a complete, functional system.

b. Location: The site of the proposed work is Bldg. 48, 731 McClellan Ave, Fort Leavenworth, KS 66027

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

a. This work is divided into two phases between two different organizations: The Army STO Integration Center (ASIC-HQDA) and Combine Arms Center (CAC) two different CLINs. The contractor will provide pricing for phase 1 and phase 2.

1. Phase 1 (ASIC-HQDA): this phase focuses on the Access controls, card readers, man bars, strobes, speakers, network infrastructure equipment and etc. The funding for all other CLINs.

2. Phase 2 (CAC): This phase focuses on the 2nd floor and 3rd floor IDS Intrusion Detection System (IDS) and the windows treatment CLINs.

b. Phase 1: ASIC-HQDA:

Access Control: Description.

1. Install new iSTAR Ultra Control Panel in room 306.

a. Replace existing power supply with battery backup sufficient to operate at least 4 hours without commercial power.

b. Reestablish Software House SSA, install the latest version of C-Cure 9000 on a new government furnished computer, migrate data from existing C-Cure 9000 v 2.01 to the new computer.

2. Install new Card Reader (Matching existing readers already in place - Contact & Contactless Dual Factor

Reader Similar to IDFactors Part #74-01-2003), door position switch, electric lock, and request-to-exit (REX) for rooms 318 and 323.

a. Utilize existing utility can or replace with new can.

b. Provide new power supply with battery backup sufficient for 4 hours of operation without commercial power.

c. Install new RM4E. Connect to new iSTAR Ultra Panel in RM 306.

d. Electric lock should be equal to Best, 9KW Cylindrical Electrically Operated Lockset w/7 pin sfic core.

3. Install new Card Reader, door position switch, electric strike, and request-to-exit (REX) for rooms 316 (2), 317, 320, and 321.

a. Utilize existing utility can or replace with new can.

b. Provide new power supply with battery backup sufficient for 4 hours of operation without commercial power.

c. Install new RM4E. Connect to new iSTAR Ultra Panel in RM 306.

d. Remove existing magnetic lock in room 316, middle door.

4. Keep existing card readers on room 316 and 317. Install new electric strike, door position switch, and REX.

a. Utilize existing utility can or replace with new can.

b. Provide new power supply with battery backup sufficient for 4 hours of operation without commercial power.

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c. Install new RM4E. Connect to new iSTAR Ultra Panel in RM 306.

5. Provide all labor, material, equipment and testing necessary for installation of a complete access control and IDS system.

6. Install man bars or grills in duct located in room 317 where duct penetrates south wall and enters women’s restroom. Bars or grills will conform to ICD/ICS 705, Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities.

a. Typical details for the bars or grills will be provided.

b. Install access port in duct to allow for visual inspection of man bars or grills.

7. Install blue LED strobes in rooms 316 (4), 317, and 323.

a. Install a new power supply and cabinet in room 316. Power supply should be equal to Altronix

SMP5CTX series power supply/chargers. Product data sheet provided.

b. LED strobes should be equal to Seco-Alarm SL-1301-EAQ/B.

c. Each strobe will be mounted to ceiling, next to existing red strobe. Each new blue strobe will have its own wall switch near the doorway (as indicated on the attached B48, 3rd Floor Strobe Light diagram) and be able to turn on/off independently.

8. Install 1 Red LED strobe in room 323 next to the new blue strobe. Connect new red LED strobes to existing red strobes for power/activation.

9. Relocate 1 existing Red LED Strobe and install 1 Red LED strobe in Room 316.

a. Relocate existing center Red LED strobe of room 316 approximately 8 feet south and near perpendicular of Rm 316 middle doorway as shown on the attached “B48, 3rd Floor Strobe Light” diagram.

b. Install 1 new Red LED strobe near the centerline between pillars as shown on the attached diagram.

The new Red LED strobe must be connected to the existing red strobe lights for power/activation.

10. Install sound masking amp and speaker system with the head-end source/amplifier located in room 306.

Speakers will be located as shown on the attached “Speaker Location” diagram. Wiring may be located above the ceiling but must maintain separation from existing classified network cabling.

a. The head-end source should be equal to AtlasIED ASP-MG24.

b. Head-end source must NOT be Bluetooth or wireless connectivity capable.

c. The amplifier must be capable for providing sufficient 1.5x total continuous output wattage of all connected speakers.

d. Speakers should have a minimum continuous output rating of 2W/sensitivity of 90 dB.

e. Speakers should be aesthetically pleasing in the final install, either flush mounted and matching ceiling tile color or of the integrated with ceiling tile or drop-in ceiling tile style.

11. Network Infrastructure Installation:

a. ¾” EMT Conduit: Provide and install thirty-five (35) new ¾ inch Electrical Metallic Tubing (EMT) conduit stubs. Conduit shall be installed per NEC guidelines, securely fastened, and properly supported.

b. 1” EMT Conduit: Provide and install seventeen (17) new 1 inch EMT conduit stubs. Conduit shall be installed per NEC guidelines, securely fastened, and properly supported.

c. 3’’ EMT Conduit: Install four (4) 3-inch EMT conduits between cable trays in Room 316 and Room

317. The conduit pathway must be continuous across the hallway. Couplers, splices, or pull boxes are not authorized. All conduits must be bonded to the cable trays using approved bonding bushings.

Ensure proper support and strain relief.

d. Cat6 STP Drops: Install the following (STP) Cat6 cable drops, utilizing existing cable tray and conduit stubs:

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1. Seventy-six (76) Green Cat6 STP drops

2. Eighty-four (84) Red Cat6 STP drops

3. Sixty-eight (68) Yellow Cat6 STP drops

4. Sixty-two (62) Orange Cat6 STP drops

5. Fifty-six (56) Violet Cat6 STP drops

e. Cable Removal: At conduit locations to be reused for new drops, remove the existing cable in its entirety from the drop to its origination point in TR313.

f. Fiber Installation: Install twelve (12) strands of Single Mode OS2 fiber optic cable from MTR 113 to TR 313. Terminate both ends of the fiber using SC type connectors according to industry best practices.

g. All cable shall be labeled at both ends according to a pre-approved labeling scheme. Cable routing within cable tray shall be neat and organized.

h. Waveguide & Cable Tray Bonding: Bond all existing waveguides and cable trays in accordance with TIA-607-D standards.

i. New Grounding Infrastructure: Establish new TIA-607-D compliant grounding and bonding infrastructure. This includes:

a) Installation of new daisy-chained Telecommunications Grounding Buses (TGBs) in the first, second, and third floor Telecommunications Rooms (TRs).

b) Installation of a new Telecommunications Bonding Backbone (TBB) running from the 3rd floor TR to the Equipment Switching System (ESS) located in the mechanical room.

c) All grounding connections shall be tested for continuity and resistance.

j. Cat3 Riser Cable: Install a new 25-pair Cat3 riser cable from the existing cross-connect field to

Cabinet 1 and terminate on a new patch panel.

k. Waveguide Doors: Install existing waveguide doors, if available. If not available, provide and install new doors meeting required specifications.

l. Waveguide Sealing: Seal the waveguide penetration between the women’s bathroom and Room 317 to maintain TEMPEST compliance.

m. Horizontal Managers: Provide and install ten (10) 1U and thirty (30) 2U horizontal cable managers.

n. All work must be complete IAFW ICS 705, UFC 4-010-05, CNSSAM TEMPEST/1-13. I3A Tech specs and TIA-607D.

12. Provide Power: STC-50 Rated doors.

1. Room 301, 318, 323, provide power to existing doors at existing boxes right above the ceiling

(doors).

c. Phase 2: CAC

1. Upgrade existing Intrusion Detection System (IDS) Panel, modules and keypad in 2nd floor and 3rd floor. This will be based on the DSC HS3128 PowerSeries Pro alarm control panel, HSM3408 zone expansion modules, HS3128 hardwired keypads, and PCLink USB Cable/Connector. There will no upgrade to wiring or detection system. This upgrade does not include modifications to existing wiring or detection devices.

a. Replace power supply with DSC power supply with battery backup sufficient to operate 24 hours without commercial power.

b. Utilize existing utility can in room 306.

c. Install the new AES 7788 UL Wireless Mesh Communicator with 7794 full data module.

2. Install window tinting.

a. Remove old window tinting on the exterior of all 3rd floor windows.

b. Install new window tinting on the interior of all 3rd floor windows.

c. Window tinting should be equal to Signals Defense SD2510 surface applied film. Product data sheet provided.

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d. Drilling MOP (Method of Procedure) – (SW-2, c.)

1. Due to the buildings age, there are hazardous materials known to be present. Known locations of all hazardous materials encountered and recorded in this facility by DPWs Environmental Department are provided.

2. To mitigate this cost The Contractor is to utilize the known hazardous material information to minimize conduit routes or penetrations around the known hazards where possible. The Contractor is to avoid disturbing any hazardous material to maximum extent possible.

3. If known hazardous materials or any suspected hazardous materials impede the path of new construction the Contractor shall notify the Contracting Officer Immediately.

4. All abatement to be performed by a qualified Abatement Contractor licensed in Kansas.

e. Asbestos Drilling MOP (Method of Procedure) – (SW-2, c.)

1. 1. Establishment of a regulated work area. The regulated work area will consist of the following: critical barriers at each entry point (each entry point will have a viewing window), asbestos signed demarcating work areas, air scrubber with HEPA filtration, designated decontamination station, and a heavy duty drop cloth below all drilling areas.

2. 2. All applicable PPE will be worn at all times while in the regulated areas. The following PPE must be worn, disposable body suits and gloves, half face respirators, and safety glasses.

3. 3. All drilling location are to have a wetting agent, amended water, applied before drilling is to begin. Pilot holes will be done with a HEPA filtration equipped dustless rotary hammer drill.

4. 4. All anchors will be set using a impact driver and a HEPA rated vacuum will be placed at each pilot hole location while utilizing the impact driver.

5. 5. After all asbestos drilling and or Installation of the anchors has been completed, all generated waste will be properly bagged, sealed and labeled.

6. 6. Following the installation of all the anchors in the regulated area; all affected surfaces and tools, will be thoroughly decontaminated with a HEPA rated vacuum and wet wipes.

7. 7. After all asbestos waste is properly bagged, sealed and labeled; third party air clearance air testing (2-hour minimum) will be conducted in the regulated areas per Federal, State and local regulations. If the regulated area fails the third-party clearance testing, then a second round of cleaning and testing will take place. This process will repeat until air clearance testing has passed the regulation threshold.

8. 8. Once air clearance has passed, the critical barrier will be taken down and properly disposed, along with the generated waste. All the generated waste will be removed from the site and disposed of in a registered asbestos landfill.

f. Reference Documents: Refer to the PDF files for the layout floor plan and equipment “B48 2nd floor”, “B48

3rd”“B48_3rd_Floor_ESS_Layout_18JUN2025”,“PowerSeriesPro_V1_1_Battery_Calculation_Chart_29010 295R002_EN_FR_ES_PT” “B48 2nd Floor IDS 18 JUN 2025” and “B48 SAP enhancement” PDF files for locations of card readers, door position switch, request to exit, panel and data drops, SIPR, DREN, JWICS, PDAS, Army High-Side Network equipment, NIPR switches, etc. These PDF files will be provided to the contractor separately from scope of work.

Construction Security Plan.

The contractor and all subcontractors are required to abide by the provisions laid out in the project’s construction security plan (CSP). The contractor will receive a full copy of the releasable CSP in its entirety prior to the start of the period of performance. General provisions and requirements of the CSP that the contractor and corresponding subcontractors are expected to follow are as follows.

a. The Government Site Security Manager (GSSM) will issue and collect government –provided facility access badges daily for all contracted employees. Contractor personnel shall wear the access badge, in addition contractor-provided identification badges, at all times when performing work under this contract to include attending Government meetings and conferences. Contractor employee shall wear their access and ID badges

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in a conspicuous place on the front of exterior clothing and above the waist, except when safety or health reasons prohibit such placement.

b. Contractor personnel will be required to sign-in and out daily with the GSSM or their designated representative.

c. Staffing Plan:

i. General and finished construction shall be performed by U.S. companies using U.S. citizens or U.S. Persons (an individual who has been lawfully admitted for permanent residence as defined in

8 U.S.C. § 1101(a)(20) or who is a protected individual as defined by Title 8 U.S.C. § 1324b (a)(3)). Contractor shall submit verification of compliance with this requirement for each subcontractor performing work on the job, including but not limited to shop/record drawings and/or construction activities.

ii. Installation and testing of Information Technology (IT) infrastructure, Electronic Security Systems (e.g. intrusion detection systems, automated access control systems, etc.), and spin dial combination locks shall be performed by U.S. companies using U.S. citizens. Foreign nationals WILL NOT be utilized for the installation of any secure network IT cabling or ESS installation. iii.

Contractor and subcontractors will provide the names of all workers, along with the necessary personally identifiable information and documentation, for the purposes of vetting workers prior to contracted personnel being allowed at the construction site. This information shall be provided to the GSSM and contracting office a minimum of 30 days prior, for any employee being allowed on site.

iv. Contractors will notify the GSSM within 24 hours of any contractor personnel removed from the work site, terminated from the project, or any other circumstances that would deem the employee to no longer have a need to access the work site, to include the cause.

d. Prohibited items. No photographic or video recording devices, to include personal electronic devices, shall be permitted on the construction site without the express written permission of the GSSM.

e. Material Procurement. All electronic equipment must be on U.S. government approved product list, a product compliant list, or from a U.S.-owned/controlled manufacture and accepted by the Government prior to entering the facility. Equipment residing within the interior of B48, 3rd Floor should NOT have Bluetooth, WiFi, or other wireless transmission capability; products that do must be accepted by the government on case-by-case basis. The contractor will ensure equipment is certified as an Original Equipment Manufacturer (OEM) Registered Partner and that they have the certification/specialization level required by the OEM to support design, install and support all products in the proposed solutions. The contractor will source all products directly from the OEM or through the US authorized distribution channels only.

f. Secure Storage Area (SSA) of Construction Material. All procured material will be delivered directly from the source to the Construction SSA. The primary SSA will be Building B48, 3rd floor. Contractor shall also plan for a secondary/overflow SSA, located adjacent to or in the immediate vicinity the construction site;

site location will be coordinated with GSSM and government project manager. The secondary SSA, if required, shall comprise a weather-proof container sufficient in size to store material and equipment that can be locked and located within a secure perimeter of sufficient security fencing to prevent unauthorized access.

SW-3 PROJECT INSTRUCTIONS

a. Coordination: Before starting any work, the contractor shall coordinate said work through the Contracting Officer or their designated representative. Verbal notification shall be given to the Contracting Officer 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.

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b. Normal Working Hours: The Contractor shall work on days and hours stated except as approved, in writing, by the Contracting Officer. 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.

c. 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.

d. 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.

e. 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.

f. 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 performed on this contract. Drawings

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are to be supplied to the Contracting Officer in the form of (1) paper, hard copy, and (1) digital copy in AutoCAD format upon completion.

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 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. All repairs will be made in accordance with the Secretary of Interior preservation standards and care should be taken to avoid damage to existing historical fabric. Historic features and fabric should be protected throughout the entire construction process.

www.nps.gov/tps/standards.htm

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 make revisions, as necessary, to the DD1354 before final submission upon completion of the construction.

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

k. SMS BUILDER Checklist: Contractor is responsible to keep accurate records and record all data as requested on supplied SMS BUILDER Checklist Form. Including the manufacturers warranty and contact information.

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 38510 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 below SW-5)

SW-5 APPROVAL OF MATERIALS, EQUIPMENT & SUBMITTALS

a. Within 15 calendar days of contract award and before installation, the Contractor shall submit for approval all 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 may request submittals in addition to those listed below when deemed necessary to adequately describe the work covered in this contract.

b. Submittals shall be e-mailed to the Contracting Officer at: usarmy.leavenworth.acc-micc.mbx.construction@army.mil http://www.nps.gov/tps/standards.htm http://www.nps.gov/tps/standards.htm

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c. 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.

(e.g., Submittal_17-G-0001-0001_Bldg_#56_tiles)

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

Construction Schedule – Schedule shall be viewable in PDF Debris Recovery Statement Form Operation and Maintenance Manuals Draft DD 1354 Form & Final DD 1354 Form Warranty Information Site Specific Safety Plan Project Signage Purchase dates and proposed delivery dates from manufacturer/subcontractor SMS BUILDER Equipment Check List Form All materials for Access Control and IDS All materials security upgrades Hazardous Material Mitigation Plan

SW-6 QUALITY CONTROL

a. This contract has a requirement for quality control. The Contractor must maintain adequate continuous quality control over each phase of his/her operation.

b. Contractor Quality Control is the means by which the Contractor assures that the construction complies with the requirements of the contract plans and specifications. The controls shall be adequate to cover all construction operations, including both on-site and off-site fabrication, and will be key to the proposed construction sequence. Quality control includes, as a minimum but not limited to, the following functions.

1. All submittals are timely submitted and approved in accordance with the contract.

2. Approved submittals are required prior to installation.

3. The supplies that are delivered are the same as the ones on the submittal.

4. The supplies are in the proper condition when delivered.

5. The supplies are stored properly and protected from environmental exposure.

6. The construction equipment is correct and meets contract requirements.

7. Testing provisions are reviewed, and testing equipment and personnel are available and correct.

8. All tests are performed at the proper times and in the proper places.

9. All test reports meet contract requirements and submitted for record.

10. The workers are cognizant of the required level of workmanship.

11. Inspect each area of work to ensure the preparation for the work is correct.

12. Inspect each feature of the work to ascertain that no deficient work is covered up by succeeding work.

13. Inspections shall continue throughout the contract.

14. Document all inspections.

15. The documentation covers both conforming and defective work.

16. All deficiencies are corrected.

17. Develop procedures to ensure that deficiencies do not recur.

18. Develop a "punch list" for the completion inspection (reference C.1.26.8.).

19. Government officials are notified at the proper times of inspections or tests that are required.

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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. Contractor shall not proceed upon any feature of work containing uncorrected work. Upon any contract discrepancy found by the Contracting Officer 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.

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 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. 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 immediately.

a. The Contractor is responsible for checking and locating all the utilities in the field before construction. The cost of all these checks shall be included in each bid item. The Contractor may use utilities locator equipment or may hire a subcontractor to locate all the utilities for him. The Contractor shall furnish all labor, supervision, tools equipment, and transportation as required to locate and mark utilities for the Fort Leavenworth owned utilities excluding fiber/telephone and communications. The Contractor will be given access to the Fort Leavenworth DPW (Directorate of Public Works) utility drawings 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 Leavenworth Jefferson Electric Co. The utilities that are of nonconductive construction such as plastic, or Transite 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. If a line is damaged, that is within 10 feet of that shown on the utility maps; the Contractor will be held responsible for its repair.

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b. The Contractor shall contact Kansas One-Call for utility checks for Southern Star Central Gas Pipeline, Sprint, Southwestern Bell, Time Warner Cable, American Water, and Leavenworth Jefferson Electric.

c. Leavenworth Jefferson Electric 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 will they be notified 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 marked lines during excavation the Contractor shall contact DPW Inspector immediately to determine if the post will repair the line with the Contractor reimbursing the Government for repairs, or if the Contractor will be required to repair the lines.

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. DPW will determine if the post will repair the line with the Contractor reimbursing the Government for repairs, or if the Contractor will be required to repair the lines.

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. 85). 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. Remarks will be subject to reimbursement for the Fort Leavenworth’s personnel’s time.

-- End of Statement of Work --