MidWestDraftPWS.pdf

ATTACHMENT 3

TASK ORDER PERFORMANCE WORK STATEMENT

FACILITIES REDUCTION PROGRAM

Midwest U.S. MATOC Task Order – Fort Hood, TX

1.0 GENERAL STATEMENT OF SERVICES

1.1 Introduction and Purpose. This task order is for a range of commercial demolition services and is issued under the existing Midwest U.S. Facilities Reduction Program Multiple Award Task Order Contract (MATOC). All MATOC terms, conditions, specifications, requirements, and guidance apply to this task order. This task order will be awarded to one of the MATOC Contractors on a competitive basis. All MATOC Contractors submitting a proposal in response to this task order must attend the mandatory pre-demolition site conference. The purpose of this task order is to support a facilities removal project at Fort Hood, TX.

1.2. Location. Fort Hood, TX is located in Bell county in central Texas adjacent to the city of Killeen

1.3. Site Description. A 340 square mile installation (217,337 acres), Fort Hood is the only post in the United States capable of stationing and training two Armored Divisions. The rolling, semiarid terrain is ideal for multifaceted training and testing of military units and individuals. Fort Hood is "The Army's premier installation to train and deploy heavy forces." In addition to the 1st Cavalry Division and 4th Infantry Division, Fort Hood is also residence for Headquarters Command III Corps, 3rd Armored Cavalry Regiment, 13th Sustainment Command (Expeditionary), 21st CAV Brigade (Air Combat), 89th Military Police Brigade, Carl R. Darnall Army Medical Center, Army Operational Test Command (USAOTC), and various other units and tenant organizations.

1.4. Site History. Camp Hood was created in 1942 as a training area for tank destroyer weapons and tactics. In 1946 it became the headquarters of the 2nd Armored Division. In 1950 Camp Hood was designated a permanent installation and the name changed to Fort Hood. It trained armored and anti-armor personnel through the Korean War. In 1954 III Corps was transferred to Fort Hood and the armor mission increased in scope. Additional units were transferred to Fort Hood starting during the Vietnam era and continuing into the 1990’s.

1.5. Mission. Since the early 1970s, Fort Hood has played a major role in the training, testing, and introduction of new equipment, tactics, and organizations. A primary player in the test and evaluation mission has been the U.S. Army Training and Doctrine Command's Test and Experimentation Command located at West Fort Hood. Fort Hood has been instrumental in the fielding of the M1 Abrams tank, M2/3 Bradley Infantry/Cavalry Fighting Vehicle, the Multiple Launch rocket System (MLRS), and the AH-64 Apache helicopter. Today Fort Hood houses 65,000 military personnel and their families.

1.6. Security Requirements. The Contractor will be required to comply with all Fort Hood entrance and security requirements. All Contractor personnel requiring access to Fort Hood must be U.S. citizens or documented legal resident aliens.

2.0 OBJECTIVE

The objective of this Performance Work Statement (PWS) is to plan and complete the removal of excessive real property inventory at Fort Hood, TX. See paragraph 4.4 for a list of facilities to be removed. The removal action will include, but is not limited to, the abatement/removal of asbestos containing materials, disposal of all debris materials, disconnect/capping of utilities, and restoration of the site to a native condition. Since originally constructed, the facilities have likely been refurbished and renovated on occasions in past years. The facilities are varied in their design-type, structural frame, eave height, and stories. The Bidder should take care to examine all facilities before determining the methodology and cost to perform the removal action. Following facility removal, the Contractor shall be responsible for restoring all work sites with to match existing grades and positive drainage. There are no known hazardous, toxic or radiological waste (HTRW) concerns on the site of this initial task order. This includes all underground storage tanks (USTs) and soil or ground water concerns. PWS language regarding USTs and hazardous material are stated to guide any work on unknown site conditions that may arise.

3.0 PRE-PROPOSAL CONFERENCE and SITE VISIT ACCESS

Contractors are advised to attend a mandatory pre-proposal conference/site visit and preview the project site before they can submit a proposal for this task order. The scheduled date for the Pre-proposal conference is 17 December 2008 and the site visit will follow during the period 8 and 9 January 2008. The Contractor may bring a maximum of three persons to the Pre-Proposal Conference and Site Visit.

Contractor personnel visiting the site shall equip themselves with hard-hats, safety glasses, and substantial boots/shoes. An attendance form for this event can be found at the Army Single Face to Industry (ASFI) website, on the same page as this solicitation. Complete and submit the form as soon as possible, but not later than three days prior to the event.

4.0 DETAILED DESCRIPTION OF SERVICES

4.1. General Requirements. All Midwest Region U.S. MATOC Contractors must prepare and submit a task order proposal in accordance with Section L of the Request for Proposals. A separate bid must accompany each Work Package described in section 4.4. The Government reserves the right to award any, all, or none of the Work Packages, based on available funds and the convenience of the Government. All work performed by the Contractor shall be designed and implemented in a manner which conforms to the requirements in the FRP Midwest Region U.S. MATOC, this PWS, all applicable Federal, state and local regulations; and all approved/accepted Work Plans and submittals. If there is a conflict between Federal, state, and local regulations and the PWS, the Contractors will immediately inform the Contracting Officer.

The Contractor shall present a complete description of the planning and demolition process as applied to the subject facilities. All demolition work designed/planned by the Contractor shall be reviewed/approved by a certified Professional Engineer (PE). The PE will stamp the Demolition Work Plan to satisfy this requirement. The contractor is not authorized to deviate from this PWS unless instructed to do so by the Contracting Office, Huntsville Center.

4.2. Preparation of Work Plans and Related Documents. Following award of this task order, the Contractor will, prepare and submit for acceptance a detailed set of Work Plans and Related Documents.

These plans and documents will be prepared in accordance with all applicable Federal, state, and local regulations; and the instructions and guidance in the basic MATOC and this task order PWS. To fully design the removal effort, the Contractor will incorporate information and data from the mandatory pre-proposal conference site visit, the Contractor’s Engineering Survey, these task order specifications, and other Government provided documents, drawings, and specifications. Plans to be prepared include, but are not necessarily limited to, the following:

4.2.1. Site Specific Removal Work Plan to include, as a minimum, the following:

a) Description of technical approach, process, or methodology to remove the facilities. This shall include a list of the personnel, equipment and machinery likely to be used for the effort.

Include a detailed Project Work Schedule using the major work activities shown in Section 4.3 below as a guide. Sufficient detail should be provided to permit the Contractor and Government to fully understand, evaluate, and monitor each phase of the work. Refer to Midwest Region U.S. MATOC Section 5.3 for additional requirements.

b) Asbestos Containing Materials (ACM) Abatement and Environmentally Controlled Material Removal Plans for removal and disposal of all ACM and other controlled materials and items.

Refer to Midwest Region U.S. MATOC Section 5.1.4 and 5.15 for additional requirements.

c) Site Environmental Protection Plan which includes, at a minimum, provisions for noise and dust control, as well as storm water protection. Refer to Midwest Region U.S. MATOC Section 1.17 for additional requirements.

d) Installation Access/Egress and Security Plan (equipment and personnel); on-site installation travel routes; mobilization / demobilization timelines; transportation, travel, and arrival procedures; and installation egress/access plan. Refer to Midwest Region U.S. MATOC Section 1.6 for additional requirements.

4.2.2. Waste Management and Diversion Plan which includes goals, objectives, quantities, means, and methods for handling, diverting, salvaging, and reusing, recycling and/or landfilling each type of debris material. Refer to FRP MATOC Section 1.12 and 5.4 for requirements and specifications.

Small amounts of concrete materials and pieces of metal may be disposed of as part of the C&D waste stream if such materials would be dangerous or excessively expensive to separate.

4.2.3. Accident Prevention Plan (APP), a site-specific health and safety plan developed in accordance with U.S. Army Corps of Engineers Health and Safety Requirements, manual EM 385-1-1.

The APP will include a complete site-specific Activity Hazard Analysis (AHA) for each activity of the work. Refer to Midwest Region U.S. MATOC Sections 1.11 and 5.5.1, as well as Technical Exhibit 5 for requirements and instructions.

4.2.4. Contractor’s Quality Control Plan. Prepare a CQC Plan per requirements and guidance in Midwest Region U.S. MATOC Sections 1.9 and 5.6.

4.2.5. Permits and Notifications. Research, prepare and submit all permits and notifications as required by Federal, State of Texas, local, and Fort Hood regulations and requirements.

4.2.6. Explosives Safety Submission (ESS). An ESS is not envisioned for this demolition.

4.3 Demolition Project Schedule and Site Work Activities. Following acceptance/approval of the Work Plans and related documents, the Contractor will be directed to initiate and complete demolition of the designated facilities. For performance, cost, schedule, and project tracking purposes, the facilities removal project is divided into six distinct work segments/schedules that are described and outlined below. Some work activities will occur simultaneously, but generally each category has a distinct beginning and end.

The demolition project shall include, but is not necessarily limited to, the following requirements:

4.3.1. Mobilization/Demobilization and Site Setup.

a) Includes travel and transport of labor, equipment, and materials to work site, in-processing, and site orientation.

b) Installation of storm water protection system. Installation of temporary safety fencing.

c) Utility Disconnect, Capping, Rerouting, and/or Removal. The contractor shall disconnect/remove utilities associated with the building being demolished. Capping utilities and leaving them in place is an alternative; however, any such effort shall be presented in the Work Plans for review and approval by the installation prior to initiation of the effort. Capping of utilities will be performed at main line or trunk line locations. Exact location for cutting and capping will be coordinated with the Director of Public Works (DPW) prior to initialing any work.

4.3.2. ACM Abatement and Environmentally Controlled Materials Removal and Disposal. The Pre-Demolition Environmental Assessment that is provided contains information regarding the current condition of the facilities to be demolished, the amounts and types of ACM that can be expected and the lab results from the tests done during the Pre-Demolition survey. This survey should be used as a guide and does not remove responsibility from the contractor to verify that all ACM and other Environmentally controlled materials are removed prior to demolition.

a) The removal and disposal of suspect pcb-containing light ballasts, mercury-containing light tubes, mercury-containing thermostats, and any other environmentally controlled items/materials present in the buildings shall be performed prior to demolition. The contractor shall remove and dispose of all environmentally controlled material and asbestos containing material in accordance with Federal, state and local regulations.

4.3.3. Demolition. Except where specified or reserved by the Government, all project materials and equipment dismantled, demolished, or removed, and not reused, shall become the property of the Contractor and shall be removed from Government property. In addition to the instructions below, additional detailed guidance will be provided during the Pre-Proposal Conference and Site Visit.

a) Interior equipment and machinery including, but not limited to, boilers, hot water heaters, pumps, piping, production equipment, etc., may be present in the facilities and are the responsibility of the Contractor to remove and properly dispose.

b) The contractor shall remove exterior pole-mounted lights and other equipment that hinder the facility removal process or contribute a safety hazard. The contractor shall remove foundations to a minimum depth of four feet.

c) The contractor shall demolish and remove all ancillary items associated with each building to be demolished. Items may include, but are not limited to, overhead conveyance systems, unused utilities, walkways, utility poles, etc. For individual buildings, the contractor shall remove and demolish these ancillary items to a distance of 15 feet on either side of the subject building or as otherwise shown on the drawings.

d) The contractor shall remove all protective barriers, if present, associated with the facilities to be demolished.

4.3.4. Debris Disposal/Diversion. The contractor shall remove all debris and clean the site. Upon acceptance of the recycling analysis presented in the Waste Management and Diversion Plan, the Contractor shall recycle debris and submit proof of recycling in the monthly and final reports. All suitable concrete materials will be crushed and stockpiled at a designated site. Use of material such as crushed concrete as engineering fill constitutes recycling.

4.3.5. Site Restoration and Final Cleanup. Following completion of the demolition effort, the Contractor shall sufficiently clean and restore the finished surface as specified in Midwest Region U.S. MATOC Section 1.18 and 5.1.9. For areas that require grass and seed the Contractor shall fill disturbed areas with soil to include a minimum of 6 inches of topsoil. The Contractor shall then blend the fill soils into the surrounding grade to eliminate ponding of water and provide positive drainage.

Restoration shall include seeding with an approved local mix or applying crushed stone to the final finished grade surface.

4.3.6. Salvage Credit. The Contractor is responsible for scrap metal salvage activities to include, but not limited to, segregation, preparation, transportation, and sale. The contractor will arrange and negotiate the optimum price for all scrap sales. All project building materials, utilities, equipment and miscellaneous items shall become the property of the contractor, except for those items explicitly reserved for the government/owner in the contract PWS. The Contractor shall make every attempt to recycle these items to the maximum economic extent possible and will indicate on the ‘Project Cost Schedule’ an estimate of the net value of these items which have been credited to the cost of the project. A change in value of salvage and recyclable materials, over the course of the contract, shall not be considered a change of conditions and a reason to request a change order modification.

4.4 Facilities to be removed:

Fort Hood Work Package #1

ITEM

NO.

FACILITY

NUMBER DECRIPTION AREA (SF) SITE

RESTORATION

1 127 Admin General Purpose 3,753 approved seed mix

2 190 Community/Conference Center 2,995 approved seed mix 3 4218 Admin General Purpose 4,682 approved seed mix 4 4223 Stor GP Inst (Warehouse) 9,000 approved seed mix 5 4224 Stor GP Inst (Warehouse) 9,000 approved seed mix 6 4225 Stor GP Inst (Warehouse) 9,000 approved seed mix 7 4226 Stor GP Inst (Warehouse) 9,000 approved seed mix 8 4246 Stor GP Inst (Warehouse) 9,000 approved seed mix 9 4249 Admin General Purpose 2,741 approved seed mix

10 4324 Veh Maint Shop 9,000 approved seed mix 11 4419 Admin General Purpose 5,310 approved seed mix 12 4421 Admin General Purpose 5,310 approved seed mix 13 4426 Admin General Purpose 5,310 approved seed mix 14 4427 Admin General Purpose 5,310 approved seed mix 15 4429 Admin General Purpose 5,310 approved seed mix 16 4437 Admin General Purpose 3,100 approved seed mix 17 4438 Admin General Purpose 3,100 approved seed mix 18 4439 CO HQ BLDG 3,312 approved seed mix 19 4443 Admin General Purpose 3,100 approved seed mix 20 4452 BN HQ BLDG 3,100 approved seed mix 21 4456 BDE HQ BLDG 5,310 approved seed mix 22 4457 BDE HQ BLDG 5,310 approved seed mix 23 4467 CO HQ BLDG 5,310 approved seed mix 24 4468 BN HQ BLDG 3,100 approved seed mix 25 4471 ADMIN GEN PURP 3,241 approved seed mix 26 4473 ADMIN GEN PURP 3,100 approved seed mix 27 4476 BATTLE LAB 3,241 approved seed mix 28 4477 Stor GP Inst 3,100 approved seed mix 29 4632 Stor GP Inst 4,000 approved seed mix 30 4636 Stor GP Inst 1,008 approved seed mix 31 4905 VET FACILITY 6,136 approved seed mix 32 4906 STOR GP INST 1,040 approved seed mix

33 5708

COMMUNTY/CONFERENCE

CENTER 1,344 approved seed mix

34 6987 ACCESS CNT/FAC 192 approved seed mix 35 7008 TERM EQUIP FAC 288 approved seed mix 36 9504 OIL STOR BLDG 120 approved seed mix 37 56145 GAS CHAMBER 287 approved seed mix 38 56220 SEP TOIL/SHOWER 384 approved seed mix 39 56224 SEP TOIL/SHOWER 80 approved seed mix 40 56252 SEP TOIL/SHOWER 384 approved seed mix 41 56272 SEP TOIL/SHOWER 267 approved seed mix

42 57005 WTR SUP/TRT BLD 600 approved seed mix 43 57009 STOR GP INST 7,680 approved seed mix 44 57010 STOR GP INST 7,680 approved seed mix 45 57023 STOR GP INST 3,108 approved seed mix 46 57024 STOR GP INST 3,108 approved seed mix 47 57025 STOR GP INST 3,108 approved seed mix 48 57030 STOR GP INST 3,108 approved seed mix 49 90002 SUB/SWIT STA BD 731 approved seed mix 50 90036 CO HQ BLDG 13,124 approved seed mix 51 90037 BDE HQ BLDG 13,124 approved seed mix 52 90082 FUEL/POL BLDG 200 approved seed mix 53 90083 FUEL/POL BLDG 200 approved seed mix 54 90084 BULK AVGAS ABV 13,125 approved seed mix 55 91052 STR SHED GP INS 2,516 approved seed mix 56 92004 ACCESS CNT FAC 49 approved seed mix 57 92006 ACCESS CNT FAC 49 approved seed mix 58 92010 ACCESS CNT FAC 49 approved seed mix 59 92011 ACCESS CNT FAC 49 approved seed mix 60 92014 ACCESS CNT FAC 49 approved seed mix 61 92015 ACCESS CNT FAC 49 approved seed mix 62 92020 ACCESS CNT FAC 49 approved seed mix 63 92030 ACCESS CNT FAC 49 approved seed mix 64 92031 ACCESS CNT FAC 49 approved seed mix 65 92032 ACCESS CNT FAC 49 approved seed mix 66 92033 ACCESS CNT FAC 49 approved seed mix 67 92036 ACCESS CNT FAC 49 approved seed mix 68 92037 ACCESS CNT FAC 49 approved seed mix 69 92039 HAZ MAT STR INS 80 approved seed mix 70 92041 ACCESS CNT FAC 49 approved seed mix 71 92042 ACCESS CNT FAC 49 approved seed mix 72 92056 ACCESS CNT FAC 49 approved seed mix 73 92057 ACCESS CNT FAC 49 approved seed mix 74 92058 ACCESS CNT FAC 49 approved seed mix

Total square footage to be removed 230,049

Fort Hood Work Package #2

NO.

FACILITY

NUMBER DECRIPTION AREA (SF) SITE

RESTORATION

1 34006 CO HQ BLDG 19,856 approved seed mix 2 34006 ENLISTED BARRACKS 130,128 approved seed mix 3 34008 DFAC 15,382 approved seed mix

Total square footage to be removed 165,366

Fort Hood Work Package #3

NO.

FACILITY

NUMBER DECRIPTION AREA (SF) SITE

RESTORATION

1 34010 CO HQ BLDG 19,856 approved seed mix 2 34010 ENLISTED BARRACKS 130,128 approved seed mix

Total square footage to be removed 149,984

4.5 Contractor Reporting.

4.5.1. Weekly Status Updates. During the field work, the contractor shall submit a weekly status report via email to the Government Project Manager by close of business on the first working day of each week. These weekly status updates shall include, at a minimum:

a) A summary of work completed in the field, permit status, and any significant events.

b) A copy of all weight tickets for any project debris materials transported off the work site.

Also provide weight tickets (or another reliable means of estimating weight) for all debris materials transported to the local (on-site) landfill or stockpile area. Include the location (from and to), method of disposal, and type of debris material,

c) Progress photos (in electronic format) depicting major work activities accomplished during the reporting period.

d) Upon request, copies of daily field logs shall be provided. (At minimum, field logs will include a summary of workers by classification, the move-on and move-off of construction equipment, materials and equipment delivered to the site, and total cumulative hours worked.)

4.5.2. Monthly Progress Reports. During field work, the Contractor shall submit a monthly Progress Report in accordance with MATOC Technical Exhibit 4, not later than the tenth day of the month, and according to the distribution and quantities in paragraph 6.2.3 below. These monthly Progress Reports shall address the following:

a) A summary of work completed in the field with respect to all schedule milestones. Annotate and explain all deviations. Denote anticipated or actual delay of a scheduled field activity, to include basis and any effect on subsequent events or scheduled activities.

b) Any outside inspection reports, audits, or other administrative information developed/completed or anticipated.

c) Copies of all Quality Assured Data, sampling and test results and any other laboratory deliverables received, if any.

d) Documentation of material recycling including receipts of recycle centers, proof of concrete crushing and re-use. Project photos are acceptable provided a sufficient explanation is attached.

Safety information as required in these specifications.

4.5.3. Final Report. The Contractor shall provide a final report no later than 10 working days after completion of project. The final report shall include a detailed description of work performed and lessons learned. A summary of the disposition of all project debris materials as described and organized in Table 2 on page 15-16 of the “Requirements for Sustainable Management of Waste in Military Construction, Renovation, and Demolition Activities,” dated July 2006. The summary detail will include the quantity and type of debris materials recycled, salvaged, reused, and disposed of and shall be presented in chart form showing original material quantity estimated, quantity recycled, percentage recycled, and approximate cost or cost savings versus a local landfill alternative.

5.0 SCHEDULE AND SUBMITTALS

5.1. Schedule. Unless authorized by the Contracting Officer, the Contractor shall be required to perform all work within the following schedule (days are working days). Final schedule will be based on Contractor’s proposed schedule.

5.2. Submittals.

SCHEDULE

(Total number of work days after

NTP or contract award) ITEM MILESTONE

Start Finish Duration 1 Task Order Award 0 0 0 2 Submittals 0 20 20 3 Mobilization and Site Setup 30 35 5

4 ACM Abatement / Hazardous Materials Removals 35 60 25

5 Demolition 60 120 60 6 Site Restoration 120 130 10 7 Demobilization 130 135 5 8 Punch List and Acceptance 135 145 10 9 Final Report 165 20

5.2.1. General Submittal Requirements.

a) Distribution. The Contractor is responsible for reproduction and distribution of all documents.

The Contractor shall furnish copies of submittals to each addressee listed in paragraph 5.2.3 in the quantities listed in the document submittal list. Submittals are due at each of the addressees not later than the close of business on the day shown in the table in paragraph 5.2.2.

b) Partial Submittals. Partial submittals will not be accepted unless prior approval is given.

c) Cover Letters. A cover letter shall accompany each document and indicate the project, project phase, the date comments are due, to whom comments are submitted, the date and location of the review conference, etc., as appropriate. (Note that, depending on the recipient, not all letters will contain the same information.) The contents of the cover letters should be coordinated with the CEHNC PM prior to the submittal date. The cover letter shall not be bound into the document.

d) Reproducibles. One camera ready, unbound copy of the final submittal of each document shall be provided to the Contracting Officer in addition to the submittals required in the document and submittal list. All final submittals shall also be provided on CD in Microsoft Word format.

5.2.2. Table of Submittals

The following table contains a list of submittals and/or samples required to be provided to the Contracting Officer, by the Contractor. All submittals will be provided in accordance with the applicable Federal, state, local, and DOD / USACE regulations. Additional guidance and direction for submittals in provided in this Task Order, the MATOC (basic contract), and the Technical Exhibits section of the MATOC. This list does not relieve the Contractor of the responsibility of ensuring the accuracy or completeness of the list or responsibility of providing all submittals required by regulatory and contract documents.

Item No.

MATOC / Task Order Reference Section

When Required Description of Submittal or Sample

1. 10 WD before start work Performance / Payment Bond(s) Insurance Certificate(s)

2. Prior to start demo Demolition, utility work, hot work, other permits and licenses

3. Prior to start demo Project Notifications

4. MATOC Sec 5.3 / T.O. Sec 4.2.1 and Tech Exhibit 6 20 WD after NTP Site Specific Demolition Work Plan

5. T.O. Sec 4.2.1 and Tech Exhibit 6

20 WD after NTP Project Work Schedule

6. MATOC Sec. 1.17 / T.O. 4.2.1 20 WD after NTP Environmental Protection Plan

7. MATOC Sec. 1.17.2 20 WD after NTP Storm Water Prevention & Protection Plan

(SWPPP)

8. MATOC Sec. 1.12 and 5.4 and

T.O. 4.2.2 20 WD after NTP C&D Waste Management and Diversion Plan

9. MATOC Sec. 1.6 and 5.1.2 / T.O. 4.2.1 (4)

20 WD after NTP Site Access/Egress and Security Plan

10. Tech Exhibit 8, Sec 1.4.5 & 3.1 20 WD after NTP Asbestos Abatement Work Plan

11. Tech Exhibit 8 Sec 1.1.9, 1.2.3, and 3.5 20 WD after NTP Asbestos Transportation and Disposal Plan

12. MATOC Sec. 1.5.3

EM 385-1-1

20 WD after NTP Competent Person Qualifications

13. Tech Exhibit 8, Sec 1.4.5 and 3.5 20 WD after NTP Environmentally controlled materials Removal and Disposal Plan

14. Tech Exhibit 8, section 1.1.4 20 WD after NTP Contractors Asbestos License Information

15. Tech Exhibit 8, section 1.1.9 20 WD after NTP Asbestos Waste Hauler

16. Tech Exhibit 8, section 1.1.9 20 WD after NTP Asbestos Landfill Information

17. Tech Exhibit 8 20 WD after NTP Asbestos Abatement Contractor Insurance

18. Tech Exhibit 8, Sec 1.1.8 and 3.4 as required Underground Storage Tank Removal 19 Tech Exhibit 8 upon complete Final Air Monitoring Tests/Results

20. Tech Exhibit 8, Sec 1.1.10 upon complete Sample Records

21. MATOC Sec. 1.11 and 5.5.1 and

T.O. 4.2.3 and EM 385-1-1 15 WD before start demo APP and Activity Hazard Analysis

22. MATOC Sec. 1.9 and 5.6 and T.O. 4.2.4

15 WD before start demo Contractor Quality Control (QCP) Plan

23. Dated drawing for project buildings

5 days after work complete

As-built locations of underground basements/ foundations and utilities to remain and location of all caps and plugs.

24. MATOC Sec. 5.1.10 T.O. Sec 4.5 weekly, monthly, & final (10 WD after acceptance)

Project Reports

5.2.3. Addressees.

a) Contracting Officer (KO) U.S. Army Engineering and Support Center, Huntsville ATTN: CEHNC-CT-S (Ms. Nadine Maack) P.O. Box 1600 4820 University Square Huntsville, AL 35807-4301

(256) 895-1148 Email to: Myra.N.Maack@usace.army.mil

b) Huntsville Center Project Manager (PM) U.S. Army Engineering and Support Center, Huntsville ATTN: CEHNC-ISP-FR (Mr. Todd L. Watts) P.O. Box 1600 4820 University Square Huntsville, AL 35807-4301

(256) 895-1868 Email to: Todd.L.Watts@usace.army.mil

c) Huntsville Center Transmittals Contact (HNC) U.S. Army Engineering and Support Center, Huntsville

ATTN: CEHNC-ISP-FR (Mr. Jerial Henderson) P.O. Box 1600

4820 University Square Huntsville, AL 35807-4301

(256) 895-1408 Email to: Jerial.L.Henderson@usace.army.mil

5.2.4. Document and Submittal List.

Number of Copies Recipient Draft* Final

CEHNC CT 1 1

PM 2 2

Total 3 3

*Electronic Copies

6.0 PUBLIC AFFAIRS

The Contractor shall not publicly disclose any data generated or reviewed under this contract. The Contractor shall refer all requests for site information to the Fort Hood Public Affairs Office and requests for contract information shall be forwarded to the Contracting Officer, Huntsville Center. Reports and data generated under this contract shall become the property of the Department of Defense and distribution to any other source by the Contractor, unless authorized by the Contracting Officer, is prohibited. The Contractor shall notify the Contracting Officer and Installation Public Affairs Office prior to any planned contacts with regulatory agencies and immediately after any unplanned contacts..

7.0 INVOICING

All invoices shall be submitted in hard copy format to the U.S. Army Corps of Engineers, Engineering and Support Center, Huntsville for technical review and payment. Invoices shall be mailed to the address below:

1) By Regular Mail:

Department of the Army U.S. Army Corps of Engineers Engineering and Support Center, Huntsville ATTN: CEHNC-ED-CS-D/Mr. Todd L. Watts P.O. Box 1600 Huntsville, AL 35807-4301

2) By Express mail, UPS, etc.,:

Department of the Army U.S. Army Corps of Engineers Engineering and Support Center, Huntsville ATTN: CEHNC-ED-CS-D/Mr. Todd L. Watts 4820 University Square Huntsville, Al 35816-1822

Receipt of Invoices:

For purposes of documenting the receipt date of invoices processed by the CEHNC all hard copy invoices will be date stamped with the date they are physically received in CEHNC mailroom.

All invoices received after 5:00 P.M. Central Standard Time Monday through Friday will be considered received the following business day.

Disbursement of Payment will be made by:

U.S. Army Corps of Engineers Finance Center 5722 Integrity Drive Millington, TN 38054-5005

8.0 REFERENCES

8.1 Government Provided Project Documentation.

8.1.1. Descriptive list of all special site conditions affecting the work (such as use of on-site landfill, basement removal specs, utility removal, required transportation routes, on-site stockpile area, working hours, etc.).

8.1.2. Demolition Site Plan depicting items to be removed, operations and storage area, security areas, protected property, etc.

8.1.3. Facility drawings depicting foundations, floor plans, utilities, and where possible plan views, section, and elevation drawings.

8.1.4. Current facilities environmental characterization to include ACM survey results and other available information regarding existing hazardous materials or items.

8.1.5. Installation access and security procedures.

8.1.6. Other installation documents and policies affecting the Contractor’s work.

8.2 All applicable Federal, state, and local regulations.

8.2.1. See Technical Exhibits 6, 7 and 8 of the Contract Performance Work Statement for applicable regulations. It shall be the contractor’s responsibility to adhere to all applicable additional state and local regulations pertaining to the specific work site.