SOW.pdf

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ABBREVIATED STATEMENT OF WORK

FOR

DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

PROJECT # 1027119

August 2018

PREPARED BY:

17TH CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

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TABLE OF CONTENTS

Statement of Work (SOW)

Part 1 – Scope of Work SOW - 03

Part 2 – Products SOW - 11

Part 3 – Execution SOW - 12

Part 4 – Utility Outages and Special Conditions SOW - 15

Part 5 – Environmental Requirements SOW - 16

Part 6 – Site Maintenance and Cleanup SOW - 21

Part 7 – Energy Conservation SOW - 21

Part 8 – Responsibility SOW - 22

Part 9 – Storage and Parking SOW - 22

Part 10 – Completion of Work SOW - 22

II. Technical Exhibits

Location Plan SOW - 23

Forms

III. AF Form 66

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STATEMENT OF WORK

FOR

DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

BLDG # 123

AUGUST 09, 2018

PREPARED BY:

17th CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

PART 1.0 – SCOPE OF WORK:

1.1 GENERAL:

The work to be performed under this contract and in accordance with this Statement of Work shall consist of furnishing all necessary parts, labor, tools, transportation, supplies, supervision, equipment, materials, and incidentals necessary for providing all work shown on the drawings, Technical Exhibits, statement of work, and all applicable codes, regulations, standards and criteria in effect at the date of solicitation. The work outlined below shall consist of, but not be limited to the following:

Building Number/ Name Demolish (Yes or No) Remarks

BLDG 122 Equipment Shed Yes As indicated in drawings D-

1, D-3, and D-4.

BLDG 123 Swimming Pool Yes As indicated in drawings D-

1 and D-5.

Vinyl Fence and Gates Yes As indicated in drawing D-1.

Trees No As indicated in drawing D-1.

BLDG 121 Bath House No Will remain closed during demolition project.

BLDG 119 Pavilion No As indicated in Drawings D-

1 and D-2.

Concrete Slab/Decking Yes As indicated in drawings

D-1, D-2, D-4, D-5, and D-6

2 Inch Service Water Line No As indicated in drawings

D-1 and D-4.

Electrical Feed from

Equipment Shed to Pavilion

Yes As indicated in drawings D-

1, D-2, and D-4.

Other Utilities No No utilities other than the ones stated in the drawings shall be demolished.

Irrigation heads along Ft.

Lancaster Ave.

No Irrigation heads to remain

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Rocks along Scherz Blvd. Yes (Relocate) Rocks are to be relocated to the government’s stock pile.(Shown in Technical

Exhibit: Figure 2)

Water meter located on the

Northeast corner of the site.

No Water meter is to remain

(See Technical Exhibit:

Figure 3)

Downspout on southeast corner of Bldg 123

Yes The section attached to the fence is to be demolished. A

90 degree bend is to be installed to the section attached to the building. (See

Technical Exhibit: Figure

4)

The work includes complete facility demolition of the China Beach Equipment Shed (BLDG

122) and the China Beach Pool (BLDG 123). All structure, foundation/footings, building slabs and building appurtenances within the facility footprint and 5ft. beyond shall be demolished and removed as described. Rubbish and debris resulting from the demolition shall be disposed of properly off of Government property. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer. The Contractor shall conduct demolition to minimize interference with adjacent structures. In the interest occupational safety and health, the work shall be performed in accordance with EM 385-1-1, Section 23, Demolition, and other applicable

Sections. If any departure from the SOW are deemed necessary by the Contractor, details of such departures and the reasons therefore shall be submitted as soon as possible to the Contracting

Officer, or designated representative for action. No such departures shall be made without prior approval of the Contracting Officer, or designated representative.

1.2 PROJECT DESCRIPTION:

The Contractor shall submit demolition plans for Government Approval on tools, methods, and expected amounts of debris and backfill will be needed for this project. For demolition of the concrete pool, remove the current and all prior pool linings as indicated in the drawings.

Removal of the structures in the China Beach pool area includes the equipment shed and the vinyl perimeter fence and gates. The concrete decking and slabs/foundation shall be demolished as indicated in the drawings. Demolished area shall be backfilled with soil and turf that is established.

1.3 LOCATION:

Goodfellow Air Force Base is located in Tom Green County, on the southeast side of San

Angelo, TX. and is bounded to the north by Highway #388 (Paint Rock Rd.), to the west by Fort

McKavitt Rd and Bell Street/Christoval Road, to the south by Highway #1223 (San Antonio

Hwy.) and to the east by the eastern city limits. Work location is at 123.

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1.3.1 CONSTRUCTION SITE LOCATION AND ROUTE:

The Contractor and Construction Crew shall enter through the commercial vehicle entrance area on the South side of base off of South Chadbourne Street. After entry, the crew shall follow

Apache Trail to the first intersection and make a left on Valiant Street. Follow Valiant Street and make a left on Scherz Boulevard. The China Beach pool area will be on the left with the construction staging area on the field directly North of the construction site. Please see drawings for more details.

1.3.2 TRAFFIC:

The Contractor shall conduct demolition operations with minimum interference to travel ways.

Do not close or obstruct roadways, parking areas, driveways, and/or sidewalks without written approval from the Contracting Officer.

1.4 WORK AND MECHANICS:

The work for this project shall be executed in the best and most workmanlike manner, by qualified and efficient mechanics/tradesmen, skilled in their respective trades. Only certified journeymen in each respective trade, or apprentices under the direct supervision of certified journeymen, shall be permitted to install and/or supervise installation for this project.

Individual trade work for this project shall be performed and quality maintained by the applicable trade, only. All trades shall coordinate their work with that of other trades. The

Contractor shall coordinate and perform all operations in a manner that will result in a professional and expeditiously completed project. The work shall be in strict accordance with prevailing industry standards and manufacturer’s instructions. Work and materials shall comply with this Statement of Work and the editions in effect at the time of this solicitation for all applicable criteria, regulations, guidelines and codes, all of which are made a part thereof.

1.5 PERFORMANCE PERIOD:

The Contractor shall have 90 calendar days to perform all work associated with this project.

1.6 WORK SCHEDULE:

Workdays shall be from 0730 to 1630, Monday thru Friday; no weekend work allowed unless approved by the Contracting Officer. If weekend work is required Contractor shall submit request in writing to Contracting Office a minimum of 72 hours in advance. The Contractor shall provide written notification to the Contracting Officer fourteen (14) calendar days lead time for work schedule.

1.7 WORK AREA ACCESS:

Government escorts are not needed in this area.

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1.8 CONCRETE TRUCKS:

Not Applicable.

1.9 REFERENCES:

All publications listed herein shall be the most current editions in effect at the time of solicitation and form a part of this Statement of Work. The publications are referred to in the text by basic designation only and include the following:

GAFB INSTRUCTION

GAFBI 32-2001 Goodfellow AFB Base Fire Protection Program

GAFBI 31-102 Installation Security Instruction

NATIONAL FIRE CODE

NATIONAL ELECTRIC CODE

UNIFORM BUILDING CODE (UBC)

US ARMY CORPS OF ENGINEERS HEALTH AND SAFETY MANUAL

EM 385-1-1

OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA)

OSHA STD 29 CFR 1910 and 1926

OSHA STD 29 CFR 1910.252 Welding, Cutting and Brazing (General Requirements)

1.10 SUBMITTALS:

The Contractor shall provide submittals in the form of manufacturer’s data, certificates of compliance and samples for all items provided and installed per the attached AF Form 66. The

Contractor will not be permitted to perform any work on site without approved submittals. The submittals listed on the attached AF Form 66 shall be required and shall be submitted for

Government Approved (GA) or For Information Only (FIO). Use AF Form 3000 to process submittals. Submit four copies of submittals to Contracting Officer. Execute DD Form 1354

Checklist and submit to Contracting Officer before final payment is issued.

1.10.1 WORK PLAN:

The Contractor shall submit in writing his detailed and facility specific plans for accomplishment of all salvage and/or site demolition work. The procedures shall provide for safe conduct of the work, careful removal and disposition of materials specified to be salvaged, protection of property that is to remain undisturbed, coordination with other work in progress, and utility line capping. The procedures shall include a detailed description of the methods and equipment to be

SOW – Page 7 of 23 used for each operation, and the sequence of operations. Manufacturer’s data, instructions and procedures for patching and repairs to existing facility/surfaces to remain shall not be submitted.

1.11 TOILET FACILITIES:

There are no toilet facilities available for Contractor use. The Contractor shall provide his own portable/temporary toilet facilities. Location shall be submitted for Government approval.

1.12 AS BUILT DRAWINGS:

Following the project completion or turnover, within 14 days the Contractor shall furnish 2 redline sets of mark up as built drawings to the Contracting Officer.

1.13 DELIVERY AND STORAGE:

All equipment and materials delivered and placed in storage shall be stored with protection from the weather, humidity and temperature variation, dirt and dust, and any other contaminants. Store all materials in a secure, clean and dry location.

1.14 SAFETY:

All Contractor operations shall be conducted and performed in accordance with Department of

Labor, OSHA requirements found in 29 CFR 1910 (1910.146 and 1910.147) and 29 CFR 1926, and Air Force Occupational Safety & Health (AFOSH) standards including AFI 91-203, Air

Force Consolidated Occupational Safety Instruction. The Contractor shall also ensure that all work is performed in accordance with project identified national standards, military manuals, instructions, pamphlets, standards, and handbooks, and with the edition in effect on the date of this solicitation of the Corps of Engineers (COE) Safety Manual 385-1-1. All job sites are subject to inspections by the Department of Labor. In the event of conflicts between the OSHA standards and these requirements, the most stringent shall apply. The Contractor shall establish and submit a safety plan to Contracting.

1.14.1 Resolution of Department of Labor citations for violations of Occupational Safety and

Health Standards is a Contractor responsibility and shall provide for no basis of a claim against the

Government.

1.15 TEMPORARY FENCE:

Prior to the start of any work for this project, the Contractor shall provide temporary orange warning fencing around the site perimeter.

1.16 DEMOLITION:

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The Contractor shall demolish and dispose of the three pool lining (as shown in drawing), concrete decking/ slab, the equipment shed structure and foundation, and the perimeter fence and gates. The Contractor shall dispose of the concrete and other material off of Government property. The Contractor shall recycle or divert construction wastes from landfill disposal to the maximum extent practicable. Contractor shall track recycling and waste disposal and submit the report on the provided Construction Waste Management Form for Government Approval at the end of the project, and prior to final acceptance of the work. The Contractor shall take all necessary precautions to prevent damage to property to remain in place. Any damage to the aforementioned shall be repaired or replaced by the Contractor at no additional cost to the

Government.

1.17 WELDING, CUTTING, AND BRAZING:

Fire Protection shall complete inspection of all welding, cutting and brazing operations prior to any operation. The contractor shall provide the appropriate operable fire extinguisher.

Contractor shall comply be with OSHA STD29 CFR 1910.252 Welding, Cutting and Brazing

(General Requirements) and AFOSH 91-5 Welding, Cutting and Brazing. Air Force Form 592

USAF Welding, Cutting and Brazing permit will be issued prior to any operation and shall be kept on site till completion of operation or permit expires. Contact Fire Protection at (325) 654-

3532/33/34 for issuance of permit.

1.18 OPERATIONS SECURITY (OPSEC) REQUIREMENTS:

Not applicable.

The purpose of OPSEC is to reduce the vulnerability of Air Force missions by eliminating or reducing successful adversary collection and exploitation of critical or sensitive information.

OPSEC applies to all activities that prepare, sustain, or employ forces during all phases of operations. OPSEC is a process of identifying, analyzing and controlling critical and sensitive information indicating friendly actions associated with military operations and other activities to:

1) identify those actions that can be observed by adversary intelligence systems; 2) determine what specific indications could be collected, analyzed, and interpreted to derive critical or sensitive information in time to be useful to adversaries; 3) select and execute measures that eliminate or reduce to an acceptable level the vulnerabilities of friendly actions to adversary exploitation.

Organizations and personnel supporting the 17th Training Wing have OPSEC requirements associated with their activities and support. The Contractor will comply with the 17th Training

Wing OPSEC Program and during the construction contract pre-construction meeting further information will be provided by the Government on the Goodfellow AFB OPSEC Program. The basis for the OPSEC program is AFI 10-701.

1.19 UTILITY CONSERVATION

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The Contractor will be required to participate in government energy conservation programs. For the purpose of this contract, utilities such as water, electricity, etc., will be furnished by the government at no cost to the contractor. Long distance and Defense Switched Network (DSN) telephone services will not be provided.

1.19.1 UTILITY DISCONNECTION:

The Government will be responsible for disconnecting all utilities that will be affected by this project. The Contractor shall contact Contracting with a 14 day notice for utility disconnection.

1.19.2 POOL WATER DRAINAGE:

The Government will be responsible for removing the water from the pool before demolition.

1.20 WORK SCHEDULE:

Working hours for the Contractor will normally be between the hours of 7:30 A.M. and 4:30

P.M. excluding Saturdays, Sundays, and Federal holidays. Refer to Section H of the solicitation/contract document for further information on working days. If the Contractor desires to work during periods other than above, a request must be made to the Contracting Officer in writing four (4) calendar days in advance of his/her intention. If the required base personnel are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

1.21 NORMAL WORK HOURS

The Contractor shall schedule all work to commence between the hours of 7:30 AM and 4:30

PM, Monday through Friday, except on the Federal holidays and days designated as “Family

Days” by Air Education and Training Command (AETC) as listed below. Permission to work outside these normal business hours may be granted by the Contracting Officer. Requests to work outside the normal work hours must be submitted in writing to the Contracting Officer at least 3 working days in advance of the date requested.

Federal Holiday 2018 2019

New Year’s Day 01 Jan 01 Jan 01 Jan

Martin Luther King’s

Birthday

3rd Monday in January 15 Jan 21 Jan

President’s Day 3rd Monday in February 19 Feb 18 Feb

Memorial Day Last Monday in May 28 May

27 May

18 Independence Day 4 Jul 04 Jul 04 Jul

Labor Day 1st Monday in September 03 Sep 02 Sep

Columbus Day 2nd Monday in October 08 Oct 14 Oct

Veterans Day 11 Nov 12 Nov 11 Nov

Thanksgiving Day 4th Thursday in

November

22 Nov

28 Nov

18 Christmas Day 25 Dec 25 Dec 25 Dec

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While AETC Family Days have not been identified past calendar year 2018 it is anticipated that the same number of AETC Family days will be declared each year.

Any Holiday falling on a Saturday will be observed the preceding Friday. Any Holiday falling on a Sunday will be observed the following Monday.

The base could be closed because of security problems, adverse weather, or other events. Unless otherwise notified by the Government, the Contractor should monitor local television stations, radio stations, or Goodfellow’s Facebook page for notification of a possible base closure or late opening. The Contractor may not receive any other form of notification of a base closure from the Government, unless contacted by the Contracting Officer (CO) or the COR. The Contractor is responsible for notifying his/her employees. Contractor(s) do not report when the base is closed due to security problems and/or adverse weather.

1.22 TOBACCO USE IN AETC FACILITIES

Contractors are advised that the Commander has placed restrictions on the smoking of tobacco products in AETC facilities. AFI 40-102, Tobacco Use in the Air Force, outlines the procedures used by the commander to control smoking in our facilities. Contractor employees and visitors are subject to the same restrictions as government personnel. Smoking is permitted only in designated smoking areas. Additional information, to include locations of designated smoking areas, will be provided to the contractor at the pre-performance conference.

1.23 PROTECTION:

The Contractor shall protect the following:

-Personnel (workers and non-workers)

-Trees (As indicated in drawings)

-Roads and Sidewalks

-Goodfellow Air Force Base Surrounding Property

-Structures

-From the Weather

1.23.1 PROTECTION OF PERSONNEL:

During the demolition work the Contractor shall continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the demolition site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.23.2 PROTECTION OF TREES:

Trees within the project site which might be damaged during demolition, and which are indicated to be left in place in the drawing, shall be protected by a 6 foot high fence. The fence shall be

SOW – Page 11 of 23 securely erected a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Any tree designated to remain that is damaged during the work under this contract shall be replaced in kind or as approved by the Contracting Officer.

1.23.3 PROTECTION OF ROADS AND SIDEWALKS:

The roads and sidewalk shall not be open cut. If the Contractor needs to open cut any such area, the Contractor shall contact the Contracting Officer.

1.23.4 PROTECTION OF EXISTING PROPERTY:

Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required.

1.23.5 PROTECTION OF STRUCTURES:

Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring and are determined to be in stable condition, shall remain standing without additional bracing, shoring, of lateral support until demolished, unless directed otherwise by the Contracting Officer. The Contractor shall ensure that no elements determined to be unstable are left unsupported and shall be responsible for placing and securing bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.23.6 PROTECTION FROM THE WEATHER:

The interior of buildings to remain; salvageable materials and equipment shall be protected from the weather at all times.

1.24 DUST CONTROL:

The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

1.25 BURNING:

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.26 USE OF EXPLOSIVES:

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Use of explosives will not be permitted.

PART 2.0 – PRODUCTS:

2.1 SITE VISITS:

The Contractor may visit the premises to become thoroughly familiar with details of the work and working conditions, verify dimensions in the field, and shall advise the Contracting Officer of any discrepancies before starting the work.

2.2 The Contractor shall use Buffalo grass or Bermuda grass for this project and shall submit a sample of such grass to Contracting for approval.

2.3 The Contractor shall use backfill material that will be acceptable for the growth of turf and submit a sample of such backfill material to Contracting for approval.

PART 3.0 – EXECUTION:

3.1 GENERAL:

All work shall be performed as shown and in accordance with the manufacturer’s diagrams and instructions, unless otherwise specified. The Contractor shall field verify all dimensions and site conditions. Price increase adjustments to the original contract price will not be issued because the Contractor was not aware of existing conditions. The Contractor shall provide all labor, materials, tools and equipment required to perform all dismantling, repairs and installation as listed in this statement of work.

3.2 DEMOLITION AND INSTALLATION:

All work shall be done with Building 121 occupied and the work area unoccupied. The

Contractor shall coordinate with the Contract Inspector prior to start of work. The Contractor shall take all necessary precautions to ensure during demolition that the sidewalk running parallel with Scherz Boulevard on the west side of the construction area does not become damaged. The Contractor shall not damage the roads on either side of the construction area along with the parking area on the west side of the construction site without prior consultation from the

Government. If any damages occur which are not in the project’s specific criteria, the Contractor shall be responsible for replacement of damaged property. The Contractor will also be responsible for any damages to their own equipment including normal wear and tear.

3.2.1 All equipment and materials to be removed from the project site not specifically identified for turn-in to the Government shall become the property of the Contractor upon issuance of the

Notice to Proceed (NTP). The Contractor shall turn-in all materials specifically designated for turn-in to the Government to a location at Goodfellow AFB, as designated by the Contracting

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Officer. The Contractor shall obtain a receipt from the Government employee responsible for receiving the returned equipment or material as evidence of compliance. A copy of the receipt(s) shall be submitted to the Contracting Officer prior to final inspection of the project. Following is a list of equipment or materials to be turned-in unless the equipment has already been acquired by the Government:

1. Main Pool Circulating Pump and Strainer

2. Chlorine Pump

3. (2) Toy Pumps

4. 2 Inch Backflow Device

5. All associated chlorine delivery equipment.

6. Sand Filter

7. Locker

8. All caustic equipment

9. Tool Box

10. (2) Pool Toys

3.3 DEMOLITION:

The building to be demolished is the pool’s equipment shed (BLDG 122). The pool, pool decking/concrete slab shall be demolished. All of the demolished materials, including the concrete, shall be removed from Goodfellow Air Force Base. Caution is needed to prevent damage to utility lines underground within the construction area as indicated in drawings C-2 and D-1. Field verify all dimensions before demolition.

3.3.1 DEMOLITION OF POOL AND POOL DECKING:

The pool shall be demolished by removing the current pool lining along with the prior two pool linings as indicated in drawing D-5. The Contractor shall cap any pipes entering/leaving the pool

30 inches below grade. The pool toys indicated in drawing D-5 Note 2 shall be removed without damage and returned immediately back to the Government.

3.3.2 DEMOLITION OF EQUIPMENT SHED:

The equipment shed (BLDG 122), concrete foundation, and any remaining equipment shall be demolished and removed from Goodfellow Air Force Base. The service water line to the equipment shed shall be capped as close to the valve to the main water line as indicated in drawing D-1. The electrical feed from the equipment shed to the pavilion (BLDG 119) shall be removed in accordance to note 11 found in drawing D-1. The Contractor shall demo and remove all piping down to 30 inches below grade, any pipe 30 inches below grade shall be capped and abandoned.

3.3.3 DEMOLITION OF FENCE, GATES AND FOOTINGS:

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The Contractor shall demolish the vinyl fence, gates, and any footings encountered as indicated in drawing D-1.

3.3.4 DEMOLITION OF CONCRETE SLAB:

The Contractor shall demolish all of the concrete slab as indicated in drawing D-1, notes 9 and

12. The Contractor shall take special note of the wading pool that was filled in as indicated in drawing D-1 note 14. Please refer to drawing D-6 for approximate dimensions and information pertaining to this area.

3.4 INSTALLATION:

The Contactor shall be responsible for backfilling the holes of the demolished pool, pool area, and structures and grade the area in accordance to drawing C-1. The Contractor shall provide the backfill and compact it to a density of 85%. The Contractor shall supply and plant the Buffalo or

Bermuda grass on the graded finished ground and use straw logs to control erosion.

3.4.1 TOPSOIL:

Graded areas shall be topsoiled where indicated on plans and where it is determined by the Contracting Officer that at least 4 inches of suitable soil for the growth of grass is not present. Equipment necessary for handling and placing all materials required shall be on hand, in good condition and shall be approved before the work is started.

3.4.1.1 PLACING TOPSOIL:

Topsoil shall be uniformly distributed and evenly spread to an average thickness of 4 inches, with a minimum thickness of 3 inches. Topsoil shall be spread so that planting can proceed with little additional soil preparation or tillage. Surface irregularities resulting from topsoiling or other operations shall be leveled to prevent depressions. The grades shall be adjusted to assure that the planted grade shall be 1- inch below the adjoining grade of any surfaced area. Topsoil shall not be placed when the subgrade is frozen, excessively wet or compacted, extremely dry, or in a condition detrimental to the proposed planting or grading.

3.4.1.2 CLEANUP:

Prior to topsoiling, vegetation that may interfere with operations shall be mowed, grubbed, and raked. The collected material shall be removed from the site. The surface shall be cleaned of stumps, and stones larger than 1 inch in diameter, and roots, cable, wire and other materials that might hinder the work or subsequent maintenance shall also be removed.

3.4.1.3 REPAIR:

Where any portion of the surfaces becomes gullied or otherwise damaged, the

SOW – Page 15 of 23 affected area shall be repaired to establish the condition and grade prior to topsoiling, and then shall be re-topsoiled as specified in Paragraph 3.1.2, Placing Topsoil.

3.4.2 TURF:

After topsoil has been placed, hydromulching shall be performed in accordance with standard practices, as approved by the Contracting Officer. All areas to receive hydromulching shall be cultivated to a depth of at least one inch (1"). The cross section previously established shall be maintained throughout the process of cultivation and any necessary reshaping shall be done prior to hydromulching. The Contractor is put on notice that they may be required to provide clean water/transportation to the site if it is not readily available by the Government.

3.4.2.1 FERTILIZER:

Fertilizer shall be applied not more than 24 hours in advance of tilling operations. Fertilizer shall be distributed with a fertilizer distributor (Ezee Flow) or approved equal. Fertilizer shall be uniformly distributed.

3.4.2.2 REFERTILIZING:

The planted areas shall be refertilized five weeks after commencement of maintenance operations. Fertilizer shall be applied when the vegetation is dry. The refertilized areas shall be watered as specified for turf maintenance work within 24 hours following refertilizing operations.

3.4.3 TURF MAINTENANCE:

It shall be the responsibility of the Contractor to maintain the planted areas during the planting period and for an additional period of not less than 45 calendar days. Maintenance work shall be accomplished until an acceptable stand of grass is present. A stand of grass is defined as 2” tall minimum green grass with no bare spots. Maintenance shall consist of watering, replanting, mowing, maintaining existing grades, and repair of erosion damage. Areas on which an acceptable stand of grass is not present at the end of the 45 days period shall be hydroseeded again, and maintained by the Contractor until an acceptable stand of grass is present at no additional cost to the Government.

3.4.3.1 WATERING:

The Contractor shall be responsible for applying water at sufficient quantity and frequency to establish an acceptable stand of grass within the maintenance period.

3.4.3.2 REPLANTING:

Areas on which a stand of growing grass is not present in a reasonable length of time, it shall be hydroseeded again in accordance with the appropriate planting season and shall continue to be

SOW – Page 16 of 23 hydroseeded and maintained throughout the maintenance period until an acceptable stand is obtained. A stand shall be defined as live grass plants from hydromulching occurring over 95% of the area, with no more than 10 square feet left uncovered in any one place.

3.4.3.3 MAINTANENCE OF GRADES AND REPAIR OF EROSION DAMAGE:

It shall be the responsibility of the Contractor to maintain the original grades of the lawn areas after the commencement of planting operations and during the specified maintenance period.

Any damage to the finished surface from Contractor's operations shall be promptly repaired. In the event erosion occurs from either watering operations or from rainfall, such damage shall be prompted repaired. Ruts, ridges, tracks, and other surface irregularities shall be corrected and the areas replanted, where required, prior to acceptance.

PART 4.0 – UTILITY OUTAGES AND SPECIAL CONDITIONS:

4.1 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST:

The Contractor shall obtain and process AF Form 103 for approval prior to commencement of work for this project. The Contractor shall have this approved form on the job site at all times.

4.1.1 Due to the requirement for multiple agencies to coordinate on these requests, expect 7 – 10 days for paperwork processing. Contractor requests should be submitted at the earliest possible date to preclude delays.

4.2 UTILITY OUTAGES:

When a utility outage is necessary to perform the contract work in a occupied facility, regardless of whether the work area is occupied, the outage shall be performed by the Contractor during non-duty hours at no additional cost to the Government, unless otherwise approved by the

Contracting Officer. The Contractor shall notify the Contract Inspector in writing of outage requirements to include buildings affected; length of outage; and reasons for outage. The

Contractor must allow affected occupants a minimum of (14) fourteen calendar days notice prior to outage. The Contractor is also required to provide the Contracting Office a written notification of the requested outage.

4.3 BASE FIRE REGULATIONS:

The Contractor shall comply with Base Fire Regulations as set forth in the latest edition of

GAFB Instruction 32-2001, titled “Base Fire Protection Program”. The Contractor shall use no explosives or fire in performing the work. All work shall be in strict compliance with all

National Fire Codes.

4.4 LOCKOUT/TAGOUT:

In addition to the requirements in OSHA Std. 1910.147, if a contractor needs to lock or tag something out, the contractor will ensure that affected employees are notified before and after the locks and tags are used.

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PART 5.0 - ENVIRONMENTAL REQUIREMENTS:

5.1 COMPLIANCE WITH LAWS:

Construction activities are NOT exempt from air emission, storm water, hazardous waste, and other environmental compliance rules and regulations. The Contractor shall comply and ensure that all Sub-Contractors comply with all applicable federal, state, and local laws, regulations, ordinances and standards related to environmental matters. The Contractor shall also comply and ensure that all Sub-Contractors comply with all specific instructions or directions given to the

Contractor by Goodfellow AFB regarding environmental matters.

5.2 PROTECTION OF HISTORICAL AND ARCHAEOLOGICAL RESOURCES:

All known Historical, Archaeological, and Cultural Resources, if any, within the Contractors work area will be designated on the contract Technical Exhibits. The Contractor shall take precautions during the contract to preserve all resources, as they existed at the time of contract award and comply with the Archaeological and Historic Preservation Act (AHPA) and the

Archaeological Resources Protection Act (ARPA). The Contractor shall provide all protective devices such as off limit markings, fencing, barricades or other devices as designated on the contract Technical Exhibits and shall be responsible for preservation of the sites during this contract.

All items having any apparent historical or archaeological interest outside of designated areas that are discovered in the course of any construction activities shall be carefully preserved. The

Contractor shall protect the find in-place by leaving the archaeological find undisturbed and by using flags to mark a 50-foot radius area around the find. The find shall be immediately reported to the Contracting Officer so that the proper authorities may be notified. All work shall be stopped in the immediate area of the discovery until directed by the Contracting Officer to resume work. Any work required to preserve or protect these finds shall be accomplished before work resumes.

5.3 HAZARDOUS AND SPECIAL WASTES GENERATED BY THE CONTRACTOR:

The Contractor shall identify, characterize, containerize, store and dispose of hazardous wastes in strict accordance with federal guidelines found in the Code of Federal Regulations, Title 40

(40 CFR) parts 260-270, state regulation 30 TAC 335, all local guidelines, and as specified. A

Uniform Hazardous Waste Manifest shall be used by the Contractor to document all parties and locations involved in the transportation, storage and disposal of all hazardous and special wastes.

This form shall be provided to the government by the Contractor and signed by the Base

Environmental Coordinator (CEA) before the waste is transported from the limits of government property. A copy of the manifest shall be signed by the receiver of the waste and submitted to the Contracting Officer not later than forty-five days after disposal has taken place. Hazardous waste treatment, storage and disposal facility shall be located within in the state of Texas, permitted by the U.S. EPA, and approved by CEA.

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5.4 CONTRACTOR ENCOUNTERED HAZARDOUS WASTE:

The Contractor shall notify the Contracting Officer’s Representative and CEA upon encountering any material not identified in this Statement of Work thought to be hazardous that could jeopardize the safety of workers or personnel in the area. The Government will be responsible for characterization, transportation, storage and disposal of the waste if necessary.

5.5 ASBESTOS:

To the best of the Government's knowledge, no asbestos-containing material (ACM) will be encountered during this project. Should the Contractor encounter previously unidentified or suspected ACM which must be disturbed to comply with the contract documents, the Contractor shall cease that work which would disturb the suspect material and shall immediately notify the

Contracting Officer. The Government will take steps, as appropriate, to ascertain the material's composition and determine any remedial actions necessary.

5.6 HAZARDOUS MATERIALS:

The Contractor shall provide to the Contracting Officer an AF Form 3000, Material and

Approval Submittal, listing all materials to be utilized during the contract. If any of the material is classified as hazardous in accordance with AFI 32-7086, the Contractor will submit an AF

Form 3952, (Chemical/Hazardous Material Request Authorization) for each material item with all supporting information as required for approval. The Contractor must obtain authorization from the Contracting Officer prior to bringing or using hazardous materials on the installation.

The Contractor must supply an up-to-date MSDS for each requested AF Form 3952 item listed as a hazardous material, as defined to be delivered under this contract. The hazardous material shall be properly identified and include any applicable identification number, such as National

Stock Number or Special Item Number. This information shall also be included on the Material

Safety Data Sheet submitted under this contract. The Contractor must maintain a file of all

MSDS. The Contractor shall submit for Government Approval (via AF Form 3000) to the

Contracting Officer on a monthly basis, or at the end of the contract, as determined by the

Contracting Officer, a report (2 copies) of usage of HAZMAT materials within that period on

GAFB Contractors Hazardous Materials Usage Report. No hazardous materials, lubricants, oils, liquids or related materials shall be deposited in the refuse containers on base.

5.7 NUISANCE AND POLLUTING ACTIVITY PROHIBITED:

Polluting, dumping, or discharging of any harmful, nuisance, or regulated materials (such as but not limited to concrete truck washout, vehicle maintenance fluids, residue from saw cutting operations, solid waste and hazardous substances) into building drains, site drains, streams, waterways, holding ponds or to the ground surface shall not be permitted and the Contractor shall be held responsible for any and all damages which may result. Further, the Contractor shall conduct work activities in such a fashion as to avoid creating any legal nuisance, including but

SOW – Page 19 of 23 not limited to, suppression of noise and dust, control of erosion, and implementation of other measures as necessary to minimize offsite impacts of work activities.

5.8 RELEASE OF FLUIDS TO THE SANITARY SEWER SYSTEM:

Goodfellow AFB’s sanitary sewer system discharges into the Publicly Owned Treatment Works

(POTW) operated by the City of San Angelo, Texas. This POTW has established testing requirements for certain constituents as well as discharge limits of those same constituents.

Accordingly, any Contractor performing work at Goodfellow AFB and contemplating a release of non-hazardous water into the sanitary sewer system shall meet the pretreatment standards and comply with the testing/release requirements established by the City of San Angelo. Contractor is also responsible for any and all testing, monitoring, measuring, documenting, etc. to prove compliance with it. Contractor shall not discharge wastewater to base’s sanitary sewer without prior approval of the Government.

5.9 PESTICIDES (INSECTICIDES, FUNGICIDES, HERBICIDES, ETC.):

Application of all pesticides shall be accomplished by certified pest control personnel or under the supervision of a State of Texas certified pest control operator. Contractor shall furnish labels and MSDSs for all contract pesticide materials at least 25 days prior to start of contract for approval by AETC Pest Management Coordinator (PMC) via an AF Form 3000. Any nonstandard pesticide not listed in the installation approved inventory list must be approved by the AETC PMC prior to use. Delivery and storage of pesticides shall be monitored by certified personnel to insure the adequacy of containers and the safe storage of toxic materials. Disposal of containers and chemicals will be monitored to prevent pollution of natural drainage systems or the unintentional release of pesticide particulates into the air. The Contractor shall comply with the Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) and submit an AF Form 3000, Material and Approval Submittal, with copies of certifications for operator using to the

Contracting Officer for approval prior to application of Insecticide, Fungicides, and/or

Herbicides. Additionally, the Base Entomology Shop at Goodfellow AFB shall be notified at

(654-3496) at least five calendar days in advance by the Contractor of proposed application of any pesticides, insecticides, fungicides, herbicides, etc. and copies of all application records shall be submitted to the Base Entomology Shop. The Contractor shall use the GAFB Pesticide

Application Form, available from Base Civil Engineer office to submit the required application information.

5.10 AIR EMISSIONS:

Media blasting may require registering the construction activity under state regulation 30 TAC

106.452. The Contractor shall prepare the state form PI-7 for signature approval by the base prior to start of construction. The Contractor shall meet all provisions of the Permit-By-Rule.

5.11 DRINKING WATER:

For all drinking water disruptions, the Contractor shall adhere to 30 TAC 290 Subchapter D paragraph 290.46(g and j). Submit an analysis report and a “Drinking Water Customer Service

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Inspection checklist” via an AF Form 3000 for Government Approval. Contact

Bioenvironmental Engineering at (325) 654-3126 prior to restoring drinking water service.

5.12 PROTECTION OF WATER RESOURCES:

All work under this contract shall be performed in such a manner that objectionable or nuisance conditions will not be created in lakes, reservoirs, streams or storm water conveyances through or adjacent to the project areas. The Contractor shall comply with the terms and conditions of

TPDES Construction General Permit, TXR150000 (GCP). At least 30 days prior to the start of construction, the Contractor shall seek coverage under the GCP for storm water and non-storm water discharges associated with his construction activities.

5.12.1 For all soil disturbance of more than 1 acre, the Contractor shall prepare a Storm Water

Pollution Prevention Plan (SWP3) meeting all requirements specified in the GCP and will include the Contractor’s Best Management Practices for erosion and sedimentation control at the site. This plan shall be submitted for Government approval (GA).

5.12.2 Regardless of the amount of soil disturbed, all non-storm water discharges from

Contractor’s site shall conform with TPDES General Permit TXR040000 for Small Municipal

Separate Storm Sewer Systems (MS4).

5.12.3 If a Notice of Intent (NOI) is required for permit coverage, the Contractor shall submit the NOI to the state and provide copies to the Government via Form 3000 FIO. Contractor shall make required MS4 notifications to the City of San Angelo and the base. Copies of all notifications will be provided to the Contracting Officer via Form 3000 FIO. Contractor shall be responsible for fees associated with obtaining coverage under the GCP.

5.12.4 The Contractor shall also file a Notice of Termination (NOT) TCEQ Form 20023 promptly after site stabilization in accordance with the general permit is achieved. These forms may be found at the TCEQ website ( http://www.tceq.state.tx.us). The prime Contractor’s principal shall sign to certify the NOI/NOC/NOT or Construction Site Notice. A copy of the

NOT shall be provided to the Contracting Officer and Base Environmental Coordinator, FIO.

5.12.5 The Government will specify if the contracted project is part of a larger common development requiring additional storm water measures be taken to obtain permit coverage, or if the project area of construction is greater than 5 acres.

5.12.6 POST-CONSTRUCTION CLEANUP or OBLITERATION:

The Contractor shall obliterate all evidence of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess materials, or any other vestiges of construction. It is anticipated that excavation, filling, and plowing of roadways shall be required to restore the area to near natural conditions, which will permit the growth of vegetation thereon. The disturbed areas shall be graded and filled as required, and topsoil shall be spread to a depth of approximately four inches over the entire area and the entire area seeded with 30 pounds (pure live seed) of common Bermuda per 1000 square feet and then http://www.tceq.state.tx.us/

SOW – Page 21 of 23 watered as required until a lush hardy growth is established to the satisfaction of the Contracting

Officer. Restoration to original contours is required unless otherwise directed by the Contracting

Officer.

5.12.7 At the end of the project, and prior to final acceptance, the Contractor shall submit a solid waste diversion report by completing the Construction Waste Management form identifying the materials and weights either recycled or diverted from solid waste disposal to other re-use as well as weights of waste disposed in a landfill.

5.13 ENVIRONMENTAL MANAGEMENT SYSTEM:

Contractor’s on site supervisory personnel shall complete EMS Awareness Training. The Base

Civil Engineer Asset Management Flight system administrator should be contacted at (325) 654-

3451 for information and password to complete the 30-minute awareness training within 60 days of contract award or a new contract employee supervisor begins work. The training will be accomplished utilizing web-based Environmental, Safety, and Occupational Health Training

Network (ESOHTN) available through any internet access at http://aetc.esohtn.com/start. The training will be tracked online by the system administrator.

PART 6.0 - SITE MAINTENANCE AND CLEANUP:

6.1 SITE MAINTENANCE:

The Contractor shall protect adjacent property, buildings and their contents from dust, dirt or other materials. Work areas shall be maintained in a neat, clean, safe condition and shall, at a minimum, be cleaned at the end of each shift. All streets and roadways in/or adjacent to the site shall remain free of project generated trash and debris at all times.

6.2 CLEANUP:

The Contractor shall collect any and all trash, debris, refuse, garbage, etc., that is generate and place it in appropriate containers with lids or approved covers on a periodic basis or as directed by the Contracting Officer’s representative. The aforementioned materials shall be hauled from the site by appropriate means on a daily basis, unless otherwise approved by the Contracting

Officer’s representative. Disposal shall be outside the limits of Government property. Disposal shall be by sanitary landfill or other approved methods and shall conform to all local, state, and federal guidelines, criteria, and regulations. Upon completion of the work, the Contractor shall leave the work site and storage area(s) in a clean, neat and workmanlike condition satisfactory to the Contracting Officer. It is anticipated that excavation, filling, and plowing of roadways shall be required to restore the area to near natural conditions that will permit the growth of vegetation thereon. Restoration to original contours is required unless otherwise directed by the Contracting

Officer.

6.2.1 ROADWAYS:

http://aetc.esohtn.com/start

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The Contractor shall ensure that all roadways on Goodfellow Air Force Base remain free of debris, dirt, and mud from the demolition site at all times from the start of demolition until project completion.

PART 7.0 - ENERGY CONSERVATION:

7.1 UTILITIES CONSERVATION:

The Contractor shall instruct employees in utilities conservation practices. The Contractor shall be responsible for operating under conditions that preclude the waste of utilities, which shall include: Lights shall be used only in areas where and when work is actually being performed.

The Contractor shall not adjust mechanical equipment controls for heating, ventilation and air conditioning systems. Water faucets or valves shall be turned off after the required usage has been accomplished. The Contractor shall use good judgment in the conservation of Government utilities. Prevailing energy conservation practices shall be adhered to and enforced by the

Contractor.

PART 8.0 – RESPONSIBILITY:

8.1 The above 1 through 7 summaries do not in any way limit the responsibility of the

Contractor to perform all work and furnish all plant, labor, and materials required by this

Statement of Work.

PART 9.0 – STORAGE AND PARKING:

9.1 CONTRACTOR STORAGE:

The Contracting Officer’s representative shall designate Contractor storage and parking area.

All project storage areas shall be kept free of debris, leaks, stains, or splashes and kept in a neat, clean, and safe condition. Any contamination of the storage area by a hazardous substance shall be immediately remediated by the Contractor, in accordance with PART 5.0 above at no…