Exhibits_A-G_Revised_7Feb2019.pdf

EXHIBIT A

QUALITY ASSURANCE SURVEILLANCE PLAN

1. QUALITY ASSURANCE SURVEILLANCE PLAN (QASP). This plan will be used to assure the Government that the work specified under this contract is completed satisfactorily. The Government retains the right to change or modify this plan at its discretion. The Government further reserves the right to change the method or level (reduced, normal or tightened) of surveillance for any services at any time. Deductions for unperformed services will be determined in accordance with the deductions procedure for the surveillance method used.

2. DEFINITIONS:

a. Acceptable Quality Level (AQL). The AQL is a pre-determined value selected and used by the Government Quality Assurance Inspector to distinguish between satisfactory and unsatisfactory performance. For evaluation by random/planned sampling, AQL's are stated in percentages (i.e. 0.05, 0.10, 0.15, and 0.20) as per table A-1. The AQL tables have three parts: Lot (Population) size, sample size, and the allowable reject level.

b. Lot (Population Size). The total number of required services per inspection period from which a sample is to be drawn.

Example: 505 picnic sites to be cleaned each scheduled day

* 20 cleaning days/month (chosen inspection period) 10,100 Lot (population size)

c. Sample Size. The number of samples to be taken per lot size as determined by the assigned AQL level.

Example: AQL level of 0.10 and a population of 10,100 will equal a Sample Size of 26 as per Table A-1.

d. Allowable Reject Level (ARL). The ARL is the allowable margin of error allowed the Contractor under the

Random and Planned Sampling Methods. When the observed total number of defects per inspection period is equal to or below the ARL, the work shall be considered satisfactory. If the observed total number of defects per inspection period is greater than the ARL, the work will be considered unsatisfactory. Unsatisfactory ratings will require corrective action and/or deductions, and will include a review of the Contractor's Quality Control Program.

Notification of unsatisfactory performance exceeding the ARL will be in the form of a Deficiency Report issued by the COR or authorized representative.

Example: AQL of 0.10, population of 10,100, sample size of 26 will equal an ARL of 6 as per Table A-1.

3. PAYMENT ANALYSIS.

a. RANDOM SAMPLING METHOD. Surveillance based on random sampling is a Government Quality Assurance evaluation method designed to evaluate some part, but not all, of the contract service requirements being monitored. This method, based on statistical theory, estimates the Contractor's overall level of performance for a given service requirement. Random sampling is considered where there is a large homogeneous population and a 100% inspection is not feasible. Surveillance of the results of a scheduled service is based on samples from finished work using the random sample table. These results are then compared to the specified performance standards.

(1) Monitoring. Inspection of all services performed under this method will be conducted according to a schedule developed by the Government. Inspection samples will be selected randomly from each lot. Only those Items appearing in the random samples will be used for evaluating performance.

(2) Deductions. Once a random sample has been taken of a lot, and the number of defective Items exceeds the ARL for that lot, a deduction will be based on the following example:

PARAGRAPH “a” RANDOM SAMPLING DEDUCTION METHOD (Clean Picnic Sites)

Lot size Sample Size AQL of 0.10

Defects noted = 8

(ARL = 6)

Defect Percentage Monthly Lot Price

Deduction

Population Size

(Table A-1) 8 Defects noted divided by sample size = 8/26 = 0.308

Total Invoice

Cost

Contract lot price times the defects percentage.

10,100 26 8 $0.308 $5,050.00 $1,553.85

b. PLANNED SAMPLING METHOD. Surveillance by planned sampling, like random sampling, is designed to inspect some part, but not all of the contract service requirements being monitored. Planned sampling under this plan will differ from random sampling only in the way in which samples are selected. The same AQL tables will be used (where practical) with lot size, sample size, and ARL's remaining the same. Planned sampling will be used in lieu of random sampling when the lot size is not large enough to make the random tables practical, or the service is not critical enough to warrant 100% inspection, or to avoid excessive travel and loss of productive time for the inspector. The results of these inspections, like random sampling, are then compared to the specific performance standards.

EXAMPLE: The inspector is to inspect bulletin boards. Bulletin board lot size is only 38 and occurs in only one park and the headquarters area. If the random sampling method determines that the inspector must inspect the cleaning service of restrooms in a particular park that contains a bulletin board, then the inspector may chose, by planned sampling, to inspect the cleaning of that bulletin board in that same park rather than drive to another park to make a separate similar inspection.

(1) Monitoring. Inspection of all services performed under this method will be conducted according to a schedule developed by the Government. The Government may, however, choose facilities it wishes to inspect without randomly selecting. Only those samples will be used for evaluating performance.

(2) Deductions. Once a planned sample has been taken of a lot, and the number of defective Items exceeds the ARL (as chosen by the Government) for that lot, a deduction will be based on the following example:

PARAGRAPH “b” PLANNED SAMPLING DEDUCTION METHOD (Clean Bulletin Boards)

Lot size Sample Size AQL of 0.05

Defects noted = 8

(ARL = 3)

Defect Percentage Monthly Lot Price

Deduction

Population Size

(Table A-1) 6 Defects noted divided by sample size = 6/15 = 0.40

Total Invoice

Cost

Contract lot price times the defects

38 15 6 0.40 $19.00 $7.60

c. 100% INSPECTION METHOD. Surveillance by this method requires that every occurrence of a performed service be monitored. Contract requirements using these evaluations are generally those that occur infrequently, or are essential, or are costly to perform. These results are then compared to the specific performance standards.

(1) Monitoring. Inspection of all services performed under this method will be conducted according to a schedule developed by the Government. All services in a lot will be inspected and used for evaluating performance.

(2) Deductions. The COR may require that all work which fails to provide the desired results be redone or reduce the contract price to equal the reduced value of the service. The Contractor shall ensure that defects do not recur. If the Contractor fails to rework the rejected areas or the defects are recurring, the Government may:

(3) Reduce the contract price to equal the reduced value of the service.

(4) Perform the required services, by contract or otherwise, and deduct any costs incurred by the Government that is directly related to the performance of such services from the Contractor's monthly invoice.

(5) Terminate the contract for default.

(6) Deductions. The deductions taken under this method will be based on the following examples:

100% INSPECTION DEDUCTION METHOD

(Clean Camp Sites Example 1)

Lot size Sample Size Defects noted Defect Percentage Monthly Lot Price

Deduction

Population Size

Total Population 15 Defects noted divided by sample size = 15/60 = 0.25

Total Invoice

Cost

Contract lot price times the defects

60 60 15 0.25 $1,200.00 $300.00

100% INSPECTION DEDUCTION METHOD

(Janitorial Services Example 2)

Lot size Sample Size Defects noted or No Service Required

Defect Percentage Monthly Lot Price

Deduction

Service Table

Schedule M-F

Section 4 - Table 4.3-A

7 Defects noted divided by sample size = 7/20 = 0.35

Total Invoice

Cost

Contract lot price times the defects

20 20 7 0.35 $2,360.03 $826.01

(7) Should it become necessary for the inspector to perform re-inspections of defective work that was required to be redone (due to failure of the Contractor Quality Control System to locate and cure these deficiencies prior to the Government’s inspection), there will be a re-inspection/administration charge equal to the Actual Government Cost (AGC) at the Effective Hourly Rate (E.H.R.) applied to re-inspect.

The AGC re-inspection time will start the minute the inspector is called and or stops other duties to perform the re-inspection and will end when the inspector returns to the duty site after the inspection.

These charges will be deducted from the Contractor's monthly invoice. Re-inspection charges will only be deducted when the Contractor has been given the opportunity to redo work that was not originally performed correctly. If work is not performed correctly after given the opportunity to redo, then deductions will be made as shown in paragraph “c”. Deductions for re-inspection will be taken based on the following example:

Re-inspection of picnic site cleaning is required on 15 sites in a particular park and on 2 sites in another park. The inspector was at the office when called to re-inspect. The actual time to inspect the two parks and return to the office was 40 minutes. The inspector's Effective Hourly Rate (E.H.R.) is $11.30 per hour. The re-inspection deduction will be made as follows:

E.H.R.X (Inspection minutes/60 minutes) = deduction or $11.30 * (40/60) = $7.53

EXHIBIT A

PERFORMANCE REQUIREMENTS SUMMARY

The required standards of all work to be performed shall meet the PERFORMANCE WORK STATEMENT as specified. A "LOT" equals the number of executions within the inspection period.

REQUIRED SERVICES SECTION

ACCEPTABLE

QUALITY

LEVEL

DEGREE OF

DEVIATION

QASP METHOD

Grass Mowing C-2 0 Rejects 100% Inspection

Clean Restrooms, Wash Houses, Shelters, Picnic Sites, Camp Sites, Drinking Fountains

C-3 AQL = 0.10 Random Sampling

Litter Pickup C-3 AQL = 0.10 Random Sampling

Clean Sanitary Dump Stations C-3 AQL = 0.10 Random Sampling

Clean Amphitheaters C-3 0 Rejects 100% Inspection

Janitorial Services C-4 AQL = 0.05 Planned Sampling

Facility Repair, Maintenance, and Other Non- Routine Work

C-5 0 Rejects 100% Inspection

Clean Pit/Vault Toilets, Police Primitive Areas

C-6 AQL = 0.10 Planned Sampling

Herbicide Application C-7 0 Rejects 100% Inspection

Dumpster Collection Service C-8 0 Rejects Planned Sampling

Boundary Maintenance C-9 0 Rejects 100% Inspection

System Monitoring and Testing C-10 0 Rejects 100% Inspection

Beach & Playground Maintenance C-11 0 Rejects 100% Inspection

Pavement Sealing and Striping C-12 0 Rejects 100% Inspection

Navigation Aids C-13 0 Rejects 100% Inspection

TABLE A-1

ACCEPTABLE QUALITY LEVEL (AQL) Sample Sizes and Reject Levels Normal Surveillance

0.05 0.05 0.1 0.1 0.15 0.15 0.2 0.2

Population Size Sample Size Reject Size

Sample Size Reject Size

Sample Size Reject Size

Sample Size Reject Size

50 15 3 17 4 19 5 21 9 75 16 3 19 4 22 6 24 9

100 17 3 21 5 24 6 26 9 125 18 3 22 5 25 7 28 9 150 18 3 22 5 26 7 29 9 175 19 3 23 5 26 7 29 9 200 19 3 23 5 27 7 30 9 225 19 3 24 5 27 7 30 9 250 19 3 24 5 27 7 31 10 275 19 3 24 5 28 7 31 10 300 20 3 24 5 28 7 31 10 325 20 3 24 5 28 7 32 10 350 20 3 24 5 28 7 32 10 375 20 3 25 5 28 8 32 10 400 20 3 25 5 29 8 32 10 450 20 3 25 5 29 8 33 10 500 20 3 25 5 29 8 33 10 550 20 3 25 5 29 8 33 10 600 20 3 25 5 29 8 33 10 650 20 3 25 5 29 8 33 10 700 20 3 25 5 29 8 33 10 750 20 3 25 5 30 8 33 11 800 20 3 25 5 30 8 34 11 900 20 3 26 6 30 8 34 11

1,000 21 4 26 6 31 8 34 11 1,200 21 4 26 6 31 8 34 11 1,400 21 4 26 6 31 8 34 11 1,600 21 4 26 6 31 8 34 11 1,800 21 4 26 6 31 8 34 11 2,000 21 4 26 6 31 8 35 11 2,500 21 4 26 6 31 8 35 11 3,000 21 4 26 6 31 8 35 11 3,500 21 4 26 6 31 8 35 11 4,000 21 4 26 6 31 8 35 11 5,000 21 4 26 6 31 8 35 11 6,000 21 4 26 6 31 8 35 11 8,000 21 4 26 6 31 8 35 11 10,000 21 4 26 6 31 8 35 11

EXHIBIT B

DEFINITIONS AND MEANINGS

• Bi-Annual. Perform the event two times annually.

• Bi-Weekly. Perform the event every two weeks.

• Blaze - a cut made into the cambium layer of a tree about five (5) feet above the ground, 3" to 4" wide and

6" to 8" long.

• Clean. Free of dirt, impurities, or extraneous matter. The act of removing all dirt, impurities or extraneous matter without damage, injury or impairment to that which is being cleaned. Surfaces shall have a clean uniform appearance, free of streaks, stains, spots, smudges, and other soil. Cleaning furniture includes under and between cushions. Glass and mirrors include all partitions, interior and exterior. All waste baskets, cigarette butt receptacles and other trash containers shall be emptied. All cleaning solutions shall be removed from baseboards, furniture, trash receptacles, etc. After cleaning operations have been completed all furniture or other Items moved shall be returned to their proper position and left in an orderly manner.

• Completion Date. All work must be completed by the completion date.

• Coordination. The Contractor Superintendent and the Crew Leader shall meet with the COR or his designated representative prior to commencing work. Inspections, deficiencies, schedules, alternate starting points, and other performance measures will be clarified during the pre-work meeting.

• Contract Deficiency Report (CDR). An official record by the Government notifying the Contractor to make a correction in performance and/or of a deduction to be made.

• Contractor Quality Control Inspector (QCI). Person designated by the Contractor to perform the

Contractor's Quality Control program. A QCI shall be responsible for implementing the Contractor Accident Prevention Plan, and shall have the authority to determine for the Contractor if work is ready for Government inspection and make decisions for the Contractor on re-performance.

• Contracting Officer. A Government official with authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

• Contracting Officer (KO). A person with the authority to enter into, administer, and/or terminate contracts for the Government, and make related determinations and findings. The term includes certain authorized representatives of the Contracting Officer.

• Contracting Officer Representative (COR). Person designated as the authorized representative of the

Contracting Officer.

• Contractor. The term Contractor refers to the prime Contractor and all contractor employees and personnel. The prime Contractor shall be responsible for ensuring all subcontractors comply with the provisions of this contract.

• Contractor Representative (CR). Individual(s) selected to represent the interests of the Contractor with regards to all matters and activities involving this contract, and shall be the onsite Contractor employee who is responsible for safety.

• EM 385-1-1. Corps of Engineers Safety and Health Requirements Manual, located on the web at http://usace.army.mil/CESO/Documents/EM385-1-1FINAL.pdf. Click on Organization, then Safety and Occupational Health, then Publications.

• Inspector. Individual designated by the COR to perform Quality Assurance.

• Hack Mark. A single horizontal or diagonal cut penetrating the wood, but not notched. Trees along the line shall be marked with two (2) hacks approximately five (5) feet above the ground, cut diagonally and shall be painted yellow, approximately 3" wide and 4" to 10" long, depending on the size of the tree.

• Hazardous Materials. Chemicals that have been determined to present risks to health, safety and property during transportation. An element, compound or mixture that when discharged in any quantity, onto land or water, poses an imminent and substantial threat to public health and welfare. Such materials as flammable / combustible materials, acids, caustics, compressed gases, oxidizers, etc.

• Hazardous Waste. Waste that because of its quantity, concentration or characteristics may pose a substantial hazard to human health or the environment when improperly treated, stored, transported or disposed of or otherwise managed. Such waste may include, but is not limited to, paint, solvents, oil, gasoline, other petroleum products, pesticides, cleaners, anti-freeze, batteries, etc.

• Interruption In Line. It is the intent of this contract that the line be remarked without breaks or gaps.

However, if the Contractor finds a segment that is unmarked or an old line that is impossible to follow, the Contractor shall notify the COR. The COR will coordinate a new starting point. The Contractor shall be responsible for painting the missing segment after it is re-established by the Government. The Contractor shall not invoice for this section until it is painted.

• Maintenance. The recurring day-to-day, periodic, or scheduled work required to preserve or maintain a facility, a piece of equipment, a vehicle or any other Item in such condition that it may be effectively utilized for its designated functional purpose.

• Mile of line. This shall be 5,280 feet along the tangent as computed on horizontal distances along the boundary map. Missing pins and monuments shall be noted on maps and reported to the COR.

• Preventive Maintenance. Preventive maintenance is the correction of incipient failures before they develop into major defects requiring costly correction.

• Preventive Maintenance Service. Acts of maintenance done to prevent failures and to insure efficient operation on a routine schedule.

• Policing. The picking up of trash, debris, drift, ashes, garbage, and miscellaneous waste, and disposing of the same in accordance with contract specifications.

• Power Plant Supervisor (PPS). The point of contact for all services rendered to the Power Plant real property.

• Quality Assurance (QA). A method used by the Government to provide a measure of control over the quality of services provided by the Contractor.

• Quality Control (QC). A method used by the Contractor to control the quality of services he/she provides for the Government.

• Subcontractor. A subcontractor that performs other than one time or incidental services of a minor nature

(i.e. other than a subcontractor used by the Contractor to make a one-time equipment repair). A subcontractor that http://usace.army.mil/CESO/Documents/EM385-1-1FINAL.pdf is used to perform services on a routine, recurring basis (i.e. a subcontractor used to perform mowing work all season in one or more areas).

• Trimming. The cutting or clipping of grass, weeds, or other vegetation to a height equal to adjacent freshly mowed grass to produce a neat, orderly appearance.

EXHIBIT C

Approximate Quantities By Area.

All quantities by area are estimated. The offers are encouraged to examine areas personally to satisfy themselves of actual conditions.

ITEM O

bey R iver

L illydale

W illow

G rove

D .H

. D am

Pleasant G rove

M oody's

A ccess

C ove C reek

Plank Y ard

O verlook &

D am

B utlers

L anding

D onaldson

Park

T ransient

Q uarters

R adio

T ow er/Shop

M anagers

O ffice

Acres to be Maintained 29 25 28 40 24 5 3 2 8 5 21 8 1 2 Amphitheaters 1 1 1 1 0 0 0 0 0 0 0 0 0 0 Beaches 1 2 1 0 0 0 0 0 0 0 0 0 0 0 Boat ramps 2 2 1 1 1 1 1 1 1 1 1 0 0 0 Campsites 132 114 88 79 0 0 10 3 0 0 0 0 0 0 Drinking Fountains 5 9 8 3 3 0 0 0 1 0 2 0 0 0 Dump Stations 1 1 1 1 0 0 0 0 0 0 0 0 0 0 Dumpsters 5 3 3 2 0 0 1 0 1 0 0 0 1 0 Electrical Pedestals 68 58 63 78 0 0 0 0 0 0 0 0 0 0 Entrance Stations 2 1 1 1 1 0 0 0 0 0 0 0 0 0 Fish Cleaning Stations 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Fishing Platform/Float 2 2 1 1 1 3 0 0 0 0 0 0 0 0 Picnic Shelters 2 1 1 1 1 0 0 0 0 0 2 0 0 0 Picnic Sites 27 10 0 7 4 0 0 0 0 0 0 0 0 0 Playground (sets) 2 2 1 2 1 0 0 0 0 0 1 0 0 0 Restrooms 2 0 0 0 2 1 1 1 1 0 1 2 2 2 Roads (miles) 3 1.3 1.1 1.3 0.5 0.25 0.5 0.6 1 0.3 1.35 0.5 0.5 0.5 Security street Lights 2 2 3 2 8 1 0 0 0 0 2 1 9 2 Sand filter system 2 1 1 2 2 0 0 0 0 0 0 0 1 0 Telephone Booth 1 1 1 0 0 0 0 0 0 0 0 0 0 0 Trails (miles) 1 4 4 1.75 2 0 0 0 0 0 2 0 0 0 Trash garbage cans 29 14 8 16 41 4 11 4 4 1 17 2 0 2 Volleyball Courts 1 2 1 1 0 0 0 0 0 0 1 0 0 0 Washers/Dryers 3 2 2 2 0 0 0 0 0 0 0 0 0 0 Wash House 4 4 4 3 0 0 0 0 0 0 0 0 0 0 Water Hydrants 71 66 33 82 4 0 2 0 0 0 1 2 5 3

EXHIBIT D

CONTRACTOR GUIDELINES FOR:

1. The Preparation of the Accident Prevention Proposal (Safety Plan) - Appendix A

2. The Preparation of the Activity Hazard Analysis ------------------------- Appendix B

ORNP 385-1-2

16 July 1993

APPENDIX A

HELPFUL HINTS FOR THE PREPARATION OF THE

CONTRACTOR'S

ACCIDENT PREVENTION PROPOSAL

1. The following are minimum considerations for developing the Contractor's Accident Prevention Proposal. These helpful hints raise a number of basic questions that need to be answered for the Contractor's safety plan to be an effective management tool for use by on-site supervision. This plan shall be specific for this job.

a. Time of Submittal. The safety plan and the activity hazard analysis for the first phases of the job shall be acceptable prior to start of work. The plan and analysis shall be submitted for review within ten (10) calendar days after notice of award so that discussion can take place at the pre-construction conference. Job hazard analysis for later phases of work shall be acceptable prior to the start of that phase. It is recommended that the activity hazard analysis for the next phase of work be submitted twenty days before scheduled phase starts in order to give ample time for review. The safety plans shall contain a list of the phases to complete the works. Each phase shall have an anticipated start date. On short jobs, one submittal covering the total job will be sufficient.

b. Responsible Individual(s). Who will be responsible for enforcing the safety program and what are the basic duties? How will this person be held accountable? Include a statement that there will be compliance with pertinent provision of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.

c. Subcontractor Supervision. What procedures will be followed to assure that Subcontractor activities are fully integrated into the project safety plan and activity hazard analysis?

d. Indoctrination of New Employees Before Start of Work. Every employee is required to receive an initial safety briefing prior to starting work. The safety plan shall establish the procedures for ensuring the following Items are covered:

(1) General safety policy and pertinent provisions of EM-385-1-1.

(2) Requirements for employee and project safety.

(3) Employee’s responsibilities for property and safety of others.

(4) Employee’s responsibilities for reporting all accidents.

(5) Medical facilities and required treatment.

(6) Procedures for reporting or correcting safety problems.

(7) Safe clearance procedures.

(8) Fire fighting and other emergency procedures.

(9) Activity hazard analysis.

(10) Personal protective equipment.

e. On-the-Job Safety Meetings.

(1) When and where will the monthly safety meetings for all supervisors be held? Who will conduct the meetings and what will be covered?

(2) How will the weekly "tool box" meetings be conducted?

f. Accident Reporting. The contract requires prompt reporting of injuries, fire, and property damage. Initial reports must be reported immediately to the on-site Government representative and written reports shall be submitted within one to four working days. How does the safety plan reflect responsibilities assigned for immediate oral reporting, accident investigation, determining proper corrective action, and preparation of reports?

g. Sanitary Facilities. What toilet facilities will be provided considering the number and distribution of employees? What other considerations are planned for drinking water and washing facilities?

h. First Aid and Medical. Describe first aid facilities and qualifications of attendant. List telephone numbers of physician, ambulance, and hospital.

i. Housekeeping. How will access ways to work areas be maintained during work hours? What procedures will be followed to assure daily cleanup?

j. Fire Protection. Considering the availability of existing fire protection, what general types and size of extinguishers and fire barrels will be required to protect buildings, shops, and storage areas as well as to deal with special hazards such as welding and flammable liquids? Name the local professional fire fighters. List their telephone number.

k. Machinery and Mechanized Equipment. How will inspection of cranes, trucks, and other mechanical equipment be accomplished? Frequency, by whom, what type of records will be kept?

l. Hazardous Material/Waste. If hazardous material/waste not generated by the Contractor is encountered during the work. The Contract Officer's Representative (COR) will be notified immediately. If hazardous material/waste is generated as a result of the work, the job hazard analysis must identify the material/wastes and describe handling and disposal procedures. Copies of disposal manifests must be furnished to the COR and retained in Contractor files for a minimum of three years.

2. Posters, contests, safety awards help develop positive attitudes toward safety rules. What methods, if any, will be used on this project? Most accidents are preventable by well thought out and executed safety plans.

APPENDIX B

GUIDELINES FOR THE PREPARATION OF

ACTIVITY HAZARDS ANALYSIS

1. Activity Hazards Analysis Development. Before starting any major phase of work, an activity hazards analysis shall be developed and reviewed with the Government representative. This analysis will evaluate anticipated hazards and outline the proposed methods and techniques, which will be utilized to accomplish the work in a safe manner.

2. Phase of Work. Listed are examples of major phases of work, but this list is not all-inclusive. Phases of work shall be tailored to the specific characteristics of the contract. For example:

Storage, Handling, Use and Disposal of Hazardous Material/Waste Preparation and Layout Clearing and Grubbing Earthwork Trench Excavation Blasting Demolition Concrete Placement Steel Erection Masonry Electrical Work Mechanical Work Metal Siding Roofing Carpentry Painting Drop-in-Ceiling

3. Sample Activity Hazards Analysis. The enclosed sample shows a possible format for a phase safety plan that might be submitted on a representative project. This sample incorporates a phase of work, the safety hazards that may be encountered, and precautionary actions that will be taken to overcome these hazards.

4. Indoctrination. Employees performing the work must be made aware of the activity hazard analysis. For this reason, an important part of any phase plan is the indoctrination of all employees who will be performing the work. The foreman shall have a copy of the AHA and a copy of the Safety and Health Requirements Manual, EM 385-1-1, on every job site. The Government will furnish one copy of EM 385-1-1.

5. A Working Document. The AHA is a working document and must be reviewed and updated as more knowledge of the specific activity is gained.

EXHIBIT E

~~ Reserved ~~

EXHIBIT F

TASK ORDER COST ESTIMATE

Contract No.: D.O. Cost Est. No.: DATE:

I. WORK DESCRIPTION :

(Attach add'l plans, specs, or drawings) II. COST ESTIMATE : Submitted by: Govt. ( ) or Cont. ( ) Cont. Sect. No.: 1

Item no Service Quantity Unit Unit Price Amount

TOTAL

III. GOVERNMENT FURNISHED ITEMS (GFI) REQUIRED:

Description Unit Quantity Description Unit Quantity

PREPARED BY : _____________________________________________________ ____________________ (Date)

APPROVED BY : ______________________________________________________ ___________________ (Date)

REMARKS : ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) IN ADDITION TO THE STANDARDS OF THE CORPS

OF ENGINEERS MANUAL EM385-1-1, "SAFETY AND HEALTH REQUIREMENTS MANUAL". THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUAINTING HIMSELF WITH ALL CHANGES TO OSHA

STANDARDS AND THE EFFECTIVE DATE OF SUCH CHANGES.

ORN Form 564 Rev SEP 87

RECORD OF NEGOTIATIONS

Contr. No: _______________________________ DO Cost Est. No: ________ Date: ________ Time: __________

Government Representatives: Contractor Representatives:

REMARKS:

(Attach additional sheets if necessary)

NEGOTIATED COST ESTIMATE

Item No. Services Quantity Unit Unit Price Amount

_____________________________________________ _______________TOTAL_________________________

CONTRACTOR’S REPRESENTITIVE: _________________________________________________ _______ (Signature) (Date)

GOVERMMENT’S REPRESENTITIVE: _________________________________________________ ________ (Signature) (Date)

APPROVED BY COR: _______________________________________________________________ _________ (Signature) (Date)

EXHIBIT G

PROJECT STRUCTURES

Areas Structure Size Ft. Sq. Ft.

Dale Hollow Amphitheatre 60 X 80 4,800 Lilly Dale Amphitheatre 60 X 80 4,800 Obey River Amphitheatre 60 X 80 4,800 Willow Grove Amphitheatre 60 X 80 4,800 Dale Hollow BBQ Shelter 12 X 16 192 Obey River BBQ Shelter 12 X 16 192 Willow Grove BBQ Shelter 12 X 16 192 Lillydale Beach Areas 200 X 60 12,000 Dam site Boathouse 30 x 50 1,500 Lillydale Courtesy Dock - Mechanical # 1 10 X 20 200 Lillydale Courtesy Dock - Mechanical # 2 10 X 20 200 Obey River Courtesy Dock - Mechanical # 1 10 X 20 200 Obey River Courtesy Dock - Mechanical # 2 10 X 20 200 Willow Grove Courtesy Dock - Mechanical 10 X 20 200 Dale Hollow Dump Station 10 X 30 300 Lilly Dale Dump Station 10 X 30 300 Willow Grove Dump Station 10 X 30 300 Obey River Dump Station 10 X 30 300 Dale Hollow Entrance Station 10 X 15 150 Lilly Dale Entrance Station 8 X 15 120 Obey River Entrance Station 8 X 15 120 Willow Grove Entrance Station 8 X 15 120 Dale Hollow Fish Cleaning Station 15 X 15 225 Dale Hollow Fishing Platform 20 X 20 400 Moody’s Access Fishing Platform (3) N/A 800 Dale Hollow Launching Ramp - Double Lane 20 X 200 4,000 Lilly Dale Launching Ramp - Double Lane # 1 20 X 200 4,000 Obey River Launching Ramp - Double Lane # 1 20 X 200 4,000 Lilly Dale Launching Ramp - Double Lane # 2 20 X 200 4,000 Obey River Launching Ramp - Double Lane # 2 20 X 200 4,000 Chilton Access Launching Ramp - Single Lane 10 X 200 2,000 Compton Bottom Launching Ramp - Single Lane 10 X 200 2,000 Cove Creek Launching Ramp - Single Lane 10 X 200 2,000 Franklin Creek Launching Ramp - Single Lane 10 X 200 2,000 Gum Grove Launching Ramp - Single Lane 10 X 200 2,000 Gunnels Camp Launching Ramp - Single Lane 10 X 200 2,000 Jones Chapel Launching Ramp - Single Lane 10 X 200 2,000 Keisling Bottom Launching Ramp - Single Lane 10 X 200 2,000 Mitchell Creek Launching Ramp - Single Lane 10 X 200 2,000 Wolf River Launching Ramp - Single Lane 10 X 200 2,000 Plank Yard Launching Ramp Double Lane 10 X 200 2,000 Willow Grove Launching Ramp Double Lane 10 X 200 2,000 Dam site Lumber Shed 30 x 183 5,490 Dam site Maintenance Compound Paved 222 x 390 86,580 Dam site Manager's Office 40 X 65 2,600 Dam site Oil and Paint House 19.5 x 24 468 Dam site Parking Lot (2) N/A 18,000 Chilton Access Parking Lot (1) Compton Bottom Parking Lot (1) Cove Creek Parking Lot (1) Franklin Creek Parking Lot (1) Gum Grove Parking Lot (1) Gunnels Camp Parking Lot (1) Jones Chapel Parking Lot (1)

Keisling Bottom Parking Lot (1) Mitchell Creek Parking Lot (1) Plank Yard Parking Lot (1) Wolf River Parking Lot (1) Willow Grove Parking Lot (2) Dale Hollow Parking Lots (4) Lilly Dale Parking Lots (4) Dale Hollow Picnic Shelter 22 X 40 1,000 Lilly Dale Picnic Shelter 22 X 40 1,000 Obey River Picnic Shelter 22 X 40 1,000 Obey River Picnic Shelter 22 X 40 1,000 Willow Grove Picnic Shelter 22 X 40 1,000 Clark Island Pit Toilet 4 X 4 16 Geiger Island Pit Toilet 8 X 8 96 Gunnels Camp Pit Toilet 5 X 5 25 Kemper Flats Pit Toilet 4 X 4 16 Roberts Hollow Pit Toilet 8 X 8 96 Sewell Bend Pit Toilet 4 X 4 16 Willow Grove Playground Set - (1) Dale Hollow Playground Set - (2) Lilly Dale Playground Set - (2) Obey River Playground Set - (2) Lilly Dale Pump house - Closed 20 X 30 144 Obey River Pump house - Closed 20 X 30 144 Obey River Pump house - Closed 20 X 30 144 Dam site Restroom 40 X 50 2,000 Lilly Dale Restroom 30 X 40 1,200 Obey River Restroom 30 X 40 1,200 Obey River Restroom 30 X 40 1,200 Dam site Restroom – Condemned N/A 576 Obey River Beach and Swimming Area Obey River Parking Lots (3) Dam site Transient Quarters 1,383 Cove Creek Vault Toilet 210 Jones Chapel Vault Toilet 4 X 4 16 Plank Yard Vault Toilet 7 X 8 56 Red Oak Ridge Vault Toilets (2) 8 X 8 64 Red Oak Ridge Vault Toilets (2) 8 X 10 80 Dam site Warehouse # 1 60 x 120 7,200 Dam site Warehouse # 2 30 x 195 5,850 Dale Hollow Wash House 1,716 Dale Hollow Wash House 848 Dale Hollow Wash House 1,716 Lilly Dale Wash House 725 Lilly Dale Wash House 1,716 Lilly Dale Wash House 1,710 Obey River Wash House 725 Obey River Wash House 725 Obey River Wash House 1,710 Obey River Wash House 432 Willow Grove Wash House 1,716 Willow Grove Wash House 725 Willow Grove Wash House 609 Willow Grove Wash House 928 Lilly Dale Water Treatment Plant - Closed 720