Combined_SOW.pdf

SPECIFICATIONS

FOR

GOODFELLOW AIR FORCE BASE, TEXAS

BASE PAVEMENTS IDIQ

PROJECT # JCGU 10-1700

JANUARY 2016

PREPARED BY

th

CES/CEOER

17TH CIVIL ENGINEER SQUADRON (AETC)

460 KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

FA3030-16-R-0002

Attachment 1

SPECIFICATIONS FOR BASE PAVEMENTS IDIQ

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01010 - General 01010-1 thru 01010-11

Sample Task Order

AF FORM 66

Section 01020 - Utilities (Contractor Identified) 01020-1 thru 01020-3

Section 01400 - Environmental Protection 01400-1 thru 01400-16

Section 01540 - Green Procurement 01540-1 thru 01540-6

DIVISION 2 - SITE WORK

Section 02050 - Demolition 02050-1 thru 02050-4

Section 02110 - Removals, Reinstallations, Adjusting Utility 02110-1 thru 02110-4

Structures, Pothole Repair, Crack and Joint Sealing

Section 02125 - Full Depth Recycling with Cement 02125-1 thru 02125-3

Section 02222 - Excavation, Trenching, and Backfilling for Utilities 02222-1 thru 02222-7

Systems

Section 02225 - Earthwork 02225-1 thru 02225-8

Section 02241 - Stabilized-Aggregate Base Course 02241-1 thru 02241-7

Section 02310 - Compaction of Existing Base Material 02310-1 thru 02310-1

Section 02511 - Concrete Sidewalks, Troopwalks, Curbs and Gutters 02511-1 thru 02511-14

Section 02550 – Microsurfacing (Slurry Seal) 02550-1 thru 02550-7

Section 02551 –Bituminous Paving for Roads, Streets and Open 02551-1 thru 02551-13

Storage Areas

Section 02555 - Bituminous Single/Double Surface Treatment 02555-1 thru 02555-5

Section 02558 - Bituminous Tack Coat 02558-1 thru 02558-3

Section 02559 - Bituminous Prime Coat 02559-1 thru 02559-4

Section 02577 - Pavement Markings & Signage 02577-1 thru 02577-7

Section 02598 - Cold Milling of Bituminous Pavements 02598-1 thru 02598-2

Section 02720 - Storm Drainage System 02720-1 thru 02720-10

Section 02932 - Establishment of Turf and Site Ground Coverings 02932-1 thru 02932-4

Section 02940 - Landscape Irrigation System Repair 02940-1 thru 02940-3

DIVISION 3 - CONCRETE

Section 03200 - Concrete Reinforcement 03200-1 thru 03200-3

Section 03300 - Cast-in-Place Concrete 03300-1 thru 03300-12

Section 03320 - Full Depth Repair of Existing Concrete Pavement 03320-1 thru 03320-3

Section 03330 - Exposed Aggregate 03330-1 thru 03330-2

Section 03450 - Precast Concrete for Curb Inlets & Surface Inlets 03450-1 thru 03450-5

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01010 - GENERAL

1. SCOPE:

1.1 The work covered by this project consists of the Contractor furnishing all layout, survey, plant, labor, supervision, quality control, testing, materials, equipment, machines, tools, appliances, services, supplies, and incidentals and of performing all operations in connection with project JCGU 10-1700, INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ), Base

Pavements IDIQ, Goodfellow AFB, Texas, complete and in strict accordance with the plans and specifications.

1.2 LOCATION: Goodfellow Air Force Base is located in Tom Green County, on the southeast side of San Angelo, Texas 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 South Chadbourne St

(Hwy. 1223) and to the east by the eastern city limits. All work shall be on Goodfellow AFB or at the Goodfellow Rec Camp.

1.3 WORK AND MECHANICS: The work for this contract shall be executed in the best and most workmanlike manner, by qualified and efficient mechanics/tradesmen, skilled in their respective trades. The Contractor shall assure that all trades coordinate their work with that of other trades. The work shall be in strict accordance with the State of Texas and industry standards comply with the latest 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.

2. WORKING CONDITIONS:

2.1 Special Instructions:

2.1.1 Special Provisions For Measurements:

2.1.1.1 Quantity Takeoff: Prior to the award of a Task Order, the Contracting Officer's representative shall schedule a site visit with Civil Engineering and the Contractor to examine the plans together as appropriate and determine the appropriate Contract Line Item Numbers (CLIN) of each item in Schedule B required to complete the contemplated work. A sample Task Order format is included at the end of this section.

2.1.1.2 Measurement for Payment of Pavements: Measurement for payment of pavements shall be as established in Schedule B.

2.1.1.3 Performance Time: Performance time for each Task Order shall be negotiated with issuance of each Task Order. In the event materials selected by the Government cannot be obtained within the specified performance period the Contractor shall notify the Contracting

Officer in writing of the earliest delivery dates for the required materials.

2.1.1.4 Occupied Facilities: The work to be performed on this contract will include work near/adjacent to occupied facilities and the Contractor shall phase his work to comply with the phasing requirements as described in the respective Task Order. The Contractor shall coordinate the work of all activities whereby both the Government and the Contractor can continue operations with the least possible interference and inconvenience. The Contractor shall conduct all work such that means of ingress and egress from any facility, fire response routes, etc., are maintained.

2.1.1.5 Traffic Control/Maintenance of Construction Operations: The Contractor shall be fully responsible for furnishing, installing, and maintaining suitable, approved signs, barricades, roped barriers, etc., to warn occupants of hazardous areas at the jobsite for the duration of the Task

Order at no additional cost to the Government. All traffic control/signage shall be in accordance with the US Department of Transportation Federal Highway Administration, Manual on Uniform

Traffic Control Devices, and the latest edition in effect on the date of solicitation. Barricades shall contain warning lights operating in a flashing mode from dusk to dawn (if required).

Warning signs/lights shall be in accordance with the current requirements of ITE Standard for

Flashing and Steady Burn Warning Lights. When required, a traffic control plan shall be submitted for each respective Task Order via AF Form 3000.

2.1.1.6 Utility Outages: When extended utility outages are necessary to perform the contract work regardless of whether or not the work area itself is occupied, the outage shall be performed by the Contractor during non-normal work hours at no additional cost to the Government, unless otherwise approved by the Contracting officer. The Contractor shall provide 14 calendar days written notice in advance of scheduled outage. When required, a utility outage plan shall be submitted for each Task Order via AF Form 3000.

2.1.1.7 Construction Staking: Construction surveying/staking for all Task Orders shall be the responsibility of the Contractor. Work shall consist of horizontal/vertical control layout, final elevation determination for drainage flowlines for both above surface (to include curb and gutter flowlines and spot elevations for both street/parking lot drainage) and below surface drainage (to include both drainage structures and underground storm drain pipelines). The Contractor shall ensure positive drainage. All work shall be accomplished at no additional cost to the

Government.

2.1.1.8 Utility and Site Data: Upon award of the basic contract, the Contractor will receive one

CD-ROM consisting of the current base map and utility information. The Contractor shall use the CD-ROM to retrieve all necessary drawings and data required to estimate and prepare proposals for individual Task Order’s to be issued under this contract.

2.2. Special Considerations: A Construction Schedule (AF Form 3064) shall be submitted to the Contracting Officer, when required by each Task Order. The Contractor shall submit the schedule within 10 days of Notice to Proceed (NTP) of each Task Order. The Contractor shall submit a Progress Report (AF Form 3065) to the Contracting Officer on the 1 st and 15 th of each month for approval on each Task Order.

3. 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, AETC Family days, 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 written request must be made to the Contracting Officer within four (4) calendar days in advance of their 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.

4. SAFETY AND HEALTH:

4.1 All Contractor operations shall be conducted and performed in accordance with Department of Labor, OSHA requirements found in 29 CFR 1910 and 29 CFR 1926, AFOSH standards including but not limited to ANSI, NFPA, ASTM, and CPSC as applicable, and project identified national standards, military manuals, instructions, pamphlets, standards and handbooks, and the

Corps of Engineers (COE) Safety Manual 385-1-1 all editions in effect on the date of this solicitation. The Contractor shall comply with all mandatory requirements for lockout/tag out, hazard communication, fall protection, personnel protection equipment, scaffolding, powered construction equipment, and all project related safety and health requirements.

4.2 All companies who conduct business within the state of Texas must, in accordance with

Texas Worker’s Compensation laws (Texas House Bill 62), have an approved company safety policy and an Accident Prevention Plan. The plan, approved by the Texas Worker’s

Compensation Commission (TWCC) and meeting all of the requirements of the COE Safety

Manual, shall be submitted For Information Only (FIO) in accordance with paragraph 16, SUBMITTAL REQUIREMENTS.

4.3 All holes/pits/trenches/manway openings, etc, that are to be left open shall be surrounded with a 48 inch high mesh fence with highly visible orange plastic coating with warning signs posted “Keep Out” and blinking lights from dusk to dawn. Guardrails, fences, barricades, and warning lights/signs or other illumination shall be provided in roadwork construction or near vehicular traffic areas. Fence shall be securely anchored with tension wires and posts as required to prevent sagging and located a minimum of 3 feet from the opening so as to prevent an individual, should they fall across the fencing, from falling into the opening. All exposed trenches/holes shall also be covered, when not being worked in, with three quarter inch plywood or a metal grating that will prevent anyone from entering the trench/hole.

4.4 Radiation Permits and Authorizations: Civilian Contractors or any other agency bringing a radioactive device, e.g., soil or asphalt density meter, on Goodfellow AFB must have prior approval from the Base Radiation Safety Officer (RSO). An application to bring a radioactive device on Goodfellow AFB shall be forwarded to the Base RSO through the Contracting Officer at least 7 days prior to the anticipated use. The application package shall include:

a. Copy of the appropriate Nuclear Regulatory Commission License or State Permit to operate or own a radioactive device.

b. Copy of the operator’s qualifications and radiation safety training.

c. Radiation dosimetry results for the operator for the prior calendar year, if applicable.

d. Statement of the expected storage and security requirements or other particular needs of the Contractor.

e. Copies of the last two leak tests, as required.

f. Under no circumstances shall an unlicensed radioactive device be used on Goodfellow

AFB. Any questions on Contractor’s responsibilities regarding this requirement should be directed to the Base RSO, 17 MDOS/SGOJ, (325)-654-3126, through the Contracting

Officer, prior to the Contractor starting work.

4.5 Confined Space Entry: All operations involving entry into confined spaces are performed by the Contractor and shall meet the requirements of OSHA 29 CFR 1910.146, AFI 91-203 Chapter

23(may be viewed at the website http://www.e-publishing.af.mil/, and specifically the following:

a. All entry supervisors, attendees, and confined space entrants shall have been properly trained in the safety hazards, proper use of Personal Protective Equipment (PPE), entry procedures, and self-rescue. Records of this training must be readily available.

b. Entry supervisors shall maintain a Master Entry Plan (MEP) consisting of:

(1) Descriptions of confined spaces to be entered including location, classification, and acceptable entry conditions.

(2) Designation of authorized entry supervisors, entrants, and attendees.

(3) Identification of the types of tasks to be performed in the confined space, including duration.

(4) Procedures for entry, and emergency rescue.

(5) Identification of Personal Protective Equipment (PPE), communication equipment, rescue equipment, testing equipment, and monitoring equipment;

conditions under which they will be used; and verification of condition of equipment.

(6) Designation of frequency and type of atmospheric monitoring.

(7) Designation of controls required (e.g., lockout/tagout, ventilation, etc.).

(8) Procedures for communication during confined space operations.

c. All AFI 91-203, Chapter 23, requirements shall be met and documented. If both

Contractor and Government will be accomplishing confined space entry, all procedures

(permits required, operations plan, and procedures) shall be documented be the Entry

Supervisor prior to operations. The Government will brief known hazards and the Fire

Chief will approve or disapprove rescue.

FA3030-16-R-0002

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d. All confined spaces shall be tested by a qualified person using a properly calibrated monitor for percent oxygen, lower explosive limit (LEL), and toxicity each time before entry and periodically during operations that have the potential to alter atmospheric conditions.

4.6 Welding, Cutting and Brazing: Inspection of all welding, cutting and brazing operations shall be completed by Fire Protection prior to any operation. The Contractor shall provide the appropriate operable fire extinguisher. Fire extinguishers shall comply with NFPA 10.

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

(General Requirements), Corps of Engineers (COE) Safety Manual 385-1-1, and AFI 91-203, Chapter 27, Welding, Cutting and Brazing, which may be viewed at the following website below:

http://www.e-publishing.af.mil/. 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.

4.7 Base Fire Regulations: Base Fire Regulations: The Contractor shall comply with Base Fire

Regulations as set forth in GAFB Instruction 32-2001, titled “Base Fire Prevention Program” in effect as of the date of this solicitation. All work shall be in strict compliance with NFPA-101.

The Contractor shall use no explosives or fire in performing the work.

5. STREET CLOSINGS:

5.1 When road closures are required, written notification must be made to the Contracting

Officer a minimum of 7 calendar days in advance. One lane of traffic shall be maintained at all times unless otherwise approved in writing by the Contracting Officer. The Contractor shall notify the Security Forces at (325)-654-3504 and Base Fire Protection at (325)-654-3532 three days prior to any closures. Personnel exposed to a traffic environment during hours of darkness, periods of reduced visibility, or as part of construction or maintenance activities, shall use reflective vest/accessories.

5.2 The final street repair shall be completed within 14 days after the start of any street demolition for utility crossings or other purposes. Any part of the street returned to service prior to final repair shall be maintained smooth with temporary cold-lay asphalt surface course prior to close of business day that work has commenced. All physically exposed portions of the work shall be properly covered or repaired the same business day that the work began.

6. DISPOSITION OF WASTE AND EXCESS MATERIALS:

6.1 The Contractor shall make waste determinations for all wastes generated in the performance of this contract, in accordance with the provisions set out in 40 Code of Federal Register (CFR)

Part 261, at the time and point of generation. The Contractor shall properly sample, analyze, or by use of process knowledge classify all wastes in accordance with Title 30 Texas Administrative

Code (TAC), Chapter 335, Subchapter R at no additional cost to the Government. Unless the

Contractor can demonstrate that a waste is non-hazardous, the Contractor shall manage the waste as a hazardous waste until sample test results prove otherwise. All non-hazardous wastes, special

FA3030-16-R-0002

http://www.e-publishing.af.mil/ wastes, and hazardous wastes (including but not limited to construction debris, material containers, material residues and unwanted excess materials) resulting from the performance of work under this contract shall be removed from and disposed of off Goodfellow AFB by the

Contractor at no additional cost to the Government and in accordance with all applicable Federal, State, and local laws, rules and regulations. Under no circumstances shall the Contractor dispose of wastes or excess material in trash dumpsters, storm sewers, sanitary sewers, creeks, streams or other property of Goodfellow AFB. The Contractor and the Government will be co-generators of all wastes resulting from the performance of this contract. Refer to Section 01400-

Environmental Protection, paragraph 3, DISPOSAL OF WASTES, for special requirements on disposal of waste types.

6.2 Dumping/cleaning out of concrete trucks on Goodfellow AFB is prohibited. Concrete truck chutes only may be rinsed at the construction site. Wastewater and concrete from this rinse shall be collected in a high-density polyethylene (HDPE) plastic-lined box or pit provided by the

Contractor at the site. At the end of pouring operations, the Contractor shall excavate all the waste and liner and properly dispose of same. The pit shall be completely backfilled and the site restored to original conditions.

6.3 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

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: Items, if applicable, will be listed on individual Task Orders.

7. STORAGE AREA (I.E. TEMPORARY FIELD OFFICE, STAGING AREAS, TOOL/JOB

SHACKS, AND OTHER CONSTRUCTION FACILITIES): There are no Government furnished covered or secure storage areas. Limited storage may be permitted at the discretion of the Contracting Officer and on a space available basis. The location on Goodfellow AFB of the

Contractor’s temporary field office, storage, and other construction buildings required temporarily in the performance of the work, shall require written approval of the Contracting

Officer. Plans showing temporary field office, storage, and other construction buildings shall be submitted for Government Approval (GA). Utilities at the storage area may or may not be available for Contractor use. The Government implies no responsibility for lost or stolen materials, equipment or tools, the security of which lies solely with the Contractor. Contractor shall keep his storage areas clean, neat and orderly and shall keep all vegetation mowed to a maximum height of 4 inches. Temporary fencing used by the Contractor to delineate construction sites shall be securely anchored with tension wires and posts as required to prevent sagging and an unsightly appearance. Fencing shall be maintained by the Contractor in this manner throughout the life of the contract. Due to high winds in west Texas, Contractor shall take every precaution to preclude trash and materials from blowing off site.

8. TOILET FACILITIES: There are no toilet facilities available for Contractor use. Contractor shall provide his own portable/temporary toilet facilities.

9. CLEAN-UP: The Contractor shall at all times keep the construction site, construction trailer(s)/building(s), and storage area(s) clean, neat, workman like condition, free from accumulation of waste, rubbish, weeds, overgrown grass or construction debris, to the satisfaction of the Contracting Officer. All loose or light weight materials shall be secured to prevent blowing or scattering. The burning of trash or construction debris is strictly prohibited on Goodfellow AFB. Prior to final inspection, the Contractor shall remove all construction debris, tools, equipment, and materials not the property of the Government. 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. Refer to Section 01400 -

Environmental Protection, paragraph 2.4.2, Post-Construction Cleanup or Obliteration.

10. FINAL INSPECTION: The Contractor shall advise the Contracting Officer in writing of the

Contractor's desired final inspection date seven (7) calendar days in advance of that desired date to permit proper coordination. The date selected shall provide adequate time for Contractor performed corrections of final inspection deficiencies within the contract performance time. The

Contracting Officer will be the final authority for determining whether or not the Contractor's performance is sufficiently advanced to warrant a final inspection.

11. TESTING:

11.1 Costs of all tests, unless specifically indicated as being performed by the Government, shall be at the Contractor's expense. The Contractor shall schedule all tests and notify the Contracting

Officer or his/her representative in a timely manner prior to any required testing. All test results shall be submitted to the Contracting Officer on AF Form 3000, Material Approval Submittal.

Where test reports are to be submitted to the Contracting Officer within 24 hours after the tests are performed, the results may be faxed to the Contracting Officer at a number provided at the preconstruction conference.

11.2 Testing laboratories must be licensed to operate in the State of Texas and must meet the following:

a. “Recommended Requirements for Independent Laboratory Qualification” , published by American Council of Independent Laboratories

b. Basic requirements of latest edition of ASTM E329 “Standard Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials Used in Construction”

c. Latest edition of ASTM E 548, “ Qualifications for Testing Labs”

12. AS-BUILT DRAWINGS, DAILY REPORTS, AND REAL PROPERTY

DOCUMENTATION:

12.1 As-built Drawings: The Contractor shall maintain two sets of project drawings with red-lined “as-built” notations and markings during the course of the project. The Contractor shall update these plans to indicate “as-built” construction and shall submit them to the Contracting

Officer prior to final inspection under the cover of an AF Form 3000. Prior to the final inspection, the Contractor shall transfer the re-lined drawing changes to Autodesk’s AutoCAD

.dwg file format or a CADD format file that is completely compatible with AutoCAD version

2014 or earlier. The Contractor shall submit final .dwg and .pdf files of the final as-built drawing set on a single CD or DVD under the cover of an AF Form 3000. CD or DVD label shall contain, at a minimum, the following information: (1) Date and statement marking the CD or

DVD as “As-Built” drawings; 2) Short description of the contents including project name and file types; and (3) any special instructions required to open files. Notations and markings shall be neat, clear, legible and accurate in all respects.

12.2 Contractor Quality Control (Daily) Reports: The Contractor shall establish and submit a written daily quality control report to assure compliance of pavement work with the contract requirements. Any work found not to be in compliance with the contract shall be promptly removed and replaced or corrected in an approved manner. Written Daily Quality Control Report logs shall be submitted not later than 5 work days after the inspection date to base contracting for

CE approval, to include, but not be limited to the following:

a) Observation of environmental & weather conditions, number and skill level of equipment operators and pavement workers, start and end time of various tasks and conditions of pavement.

b) Verification of material compliance (testing) before, during and after installation.

c) Inspection of condition of equipment and accuracy of the material placed for elevation compaction, and temperature.

d) Inspection of edges of existing pavements and curb & gutter.

e) Inspection of base material, valley gutter, prime coat, hotmix placement, painting and reflector fastening to include all CLIN’s under each Task Order.

12.3 DD Form 1354 Checklist: The Contractor shall complete a DD Form 1354 Checklist for real property documentation purposes, a copy of this checklist will be provided to the Contractor upon request. This checklist shall be submitted to the Contracting Officer prior to final inspection under the cover of an AF Form 3000.

13. SECURITY REQUIREMENTS:

13.1 Goodfellow Air Force Base is a closed/controlled access base. As an effort to minimize peak traffic flows at the entry gates, the Contractor, his employees, and his subcontractors are highly encouraged to avoid scheduling deliveries through the entry control gates from 7:00 A.M.

to 8:00 A.M. Monday through Friday as there could be significant delays. Security requirements will be briefed at the pre-construction conference and handouts outlining specific requirements will be provided. Screening measures are in place and suitability for employees to access the installation will be determined during the conference. Requirements are subject to change dependent upon current world situations and potential threats. Contractor should anticipate certain notification and reporting requirements, preparation of forms and lists for pass and identification of employees and their vehicles, entry restrictions, key/lock control, and compliance with all base traffic rules and regulations.

13.2 Goodfellow AFB security may be viewed as being one of two broad levels, the level in effect being dependent on the location or area of project.

a. The lowest level of security exists in general access areas. These areas are all of

Goodfellow AFB outside of the "USAF Controlled" areas.

b. “USAF Controlled” access areas are the higher-level security areas. Presence within these controlled access area is by authorization; and/or escort. The movement of authorized personnel in and out of these areas may be limited. Contractor personnel are permitted access to these areas on a need basis only. Access to controlled areas will require the Contractor to coordinate all requests through the Government organization occupying the project site. The Contractor is advised there may be delays gaining access to controlled areas. No delay less than one hour in duration will be considered for down time, nor will delays of less than one hour be cumulative over several time periods.

13.3 Referencing the above access areas, the work on this contract will typically be in general access areas and will be further defined in each Task Order.

14. IDENTIFICATION OF CONTRACTOR VEHICLES: Contractor vehicles should be marked on each side with company name with either permanent or semi-permanent/magnetic signage to aide the Security Forces in identifying and permitting them exemption from basewide exercises.

15. WARRANTIES: Any warranties given to the Contractor or subcontractor at any tier from a manufacturer of equipment or other items, which are provided under this contract, shall be transferred to the Government upon final acceptance in accordance with the clause contained in the basic contract, Section I. Contractor shall submit in writing a single listing with all applicable warranties attached. Negative responses are likewise required in writing.

16. SUBMITTAL REQUIREMENTS:

16.1 The submittals listed on the attached AF Form 66 shall be required and shall be submitted for approval or information using AF Form 3000. Where a submittal cannot be provided within the required submission date, Contractor shall submit in writing a letter stating the reasons why and furnishing a new projected submission date.

16.2 Submittal Classification: Submittals are classified as follows and delineated as such on AF

Form 66 under the "Remarks" column:

16.2.1 Government Approved - GA: Government approval is typically required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the contract clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings".

16.2.2 For Information Only - FIO: All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the

Contract clause referred to above.

16.3 General Requirements:

a. GA and FIO submittal data shall be transmitted under separate AF Forms 3000 and assigned different Submission Numbers.

b. The Contractor shall designate on each AF Form 3000, in the "Submission Number" block, either FIO or GA to show the transmittal type. This procedure allows ready identification of FIO or GA submittals.

c. Submittals transmitted with AF Form 3000 shall be identified by marking it with the same Submission Number appearing in the "Line Number" column on the AF Form 66.

16.4 Specific Requirements for FIO Submittals:

a. A single fully coordinated FIO submittal shall be made for each technical section listed/required on the AF Form 66. Each FIO submittal listed on the AF Form 66 shall be submitted as a separate item on the AF Form 3000 in the order they appear on the AF

Form 66. Technical data provided with the AF Form 3000 shall conform to the requirements in each Technical Section. Submittals involving colors and interior design shall all be transmitted concurrently.

b. Items such as mill certificates or other test data that are usually unavailable until the equipment/material is actually manufactured/fabricated must still be identified on the initial AF Form 3000. An explanation stating this data shall be submitted later by

Submittal Number (fill in Submission Number) after materials are manufactured/fabricated (or other explanations as appropriate) shall be included with this identification. A separate submittal for long lead-time equipment or material may be made if sufficient data is furnished to show contract compliance. (An explanation shall be provided on a separate sheet, if necessary, explaining why a partial submittal is being made. Explanation shall include the estimated delivery date of the equipment/ material and the Submission Number of the submittal that shall contain data required by the particular specification section for the remaining equipment/materials.) Samples of materials must be submitted along with technical data, not under separate transmittals.

16.5 FIO Submittal Review:

a. The Contractor has full responsibility for reviewing and certifying that all FIO submittal data and all equipment and/or materials fully comply with the contract. FIO

Submittals are for the Government's information and real property record purposes; they will not be approved/disapproved nor returned to the Contractor.

b. The Government may perform quality assurance reviews and re-reviews of FIO submittals at any time during the contract. If the Government determines submittal data is incomplete or not in compliance with contract, comments will be provided. Comments will state, "Disagree with Contractor's Certified Compliance" and list items not in compliance or not provided as required by the contract. The Contractor shall respond to all comments by return FIO resubmittal on a new AF Form 3000.

16.6 Specific Requirements for Government (GA) Approved Submittals:

a. The Contractor is responsible for controlling and ensuring all data submitted is complete and in full compliance with contract requirements.

b. A separate submittal shall be made for each technical section with GA submittals.

FIO submittal data shall not be mixed with GA submittal data.

c. The Government will provide written comments and/or approval/ disapproval action as appropriate. One (1) copy of the submittal, along with any comments, will be provided to the Contractor. The Contractor shall provide a resubmittal with all data necessary to show compliance with Government comments on all disapproved submittals.

16.7 Variations/Deviations/Departures from the Contract Drawings or Specifications:

a. Contractor proposed variations, deviations or departures from the contract requirements shall be noted/marked in red on the face/cover of each copy of the submittal data and shall be provided with a letter attachment to the AF Form 3000 summarizing the proposed variation, deviation, or departure. For FIO submittal deviations an asterisk "*" shall be placed in the block under "Submission Number" next to the "FIO." These submittals will then be automatically redesignated GA. Variations, deviations, or departures will be processed and approved the same as GA submittals. Variations, deviations, or departures shall contain sufficient information to permit complete evaluation. Additional sheets may be used to fully explain why a variation, deviation, or departure is requested. The Government reserves the right to disapprove or rescind inadvertent approval of submittals containing unnoted/ unmarked variations, deviations or departures.

b. Any submittal annotated by a supplier/vendor with “Field Verify,” “Select Color,” and the like must be accompanied by the Contractor’s written response to the supplier’s query.

16.8 Government approval of submittals indicates only that the general method of construction, materials, detailing and other information appear satisfactory. Approval does not relieve the

Contractor of the responsibility for any error which may exist. The Contractor remains responsible for the dimensions and design of adequate connections, details, material compatibility and satisfactory construction of all work necessary to fulfill the intent of this project.

17. CONTRACTOR MANPOWER REPORTING

The Contractor shall report all contractor labor hours (including sub-contractor labor hours) required for performance of services provided under this contract for “U.S. Air Force” via a secure data collection site. The Contractor is required to completely fill in all required data fields using the following web address http://www.ecmra.mil. Reporting inputs will be for the labor executed during the period of performance during each government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the electronic Contractor Manpower Reporting Application (eCMRA) help desk.

18 ORDERING PROCEDURES

(a) As the need exists for performance under the terms of this contract, the Contracting Officer or his/ her authorized representative will issue a Request for Proposal (RFP) notifying the contractor of an existing requirement for services. The RFP will include a description of the work in such detail that contractor will be able to provide a proposal.

(b) Upon receipt of the RFP, the contractor shall respond to the needs of the Government by establishing contact with the Contract Administrator (CA) to coordinate the time and date of a site visit if required. A site visit shall be scheduled at the earliest possible time, but in no case more than two (2) work days from the date of notification.

(c) The contractor shall then prepare his/her proposal for accomplishment of the task in accordance with the basic contract, to include a performance period and submit a proposal to the government.

(d) The government will evaluate the contractor's proposal based upon the comparison of line items from the contractor and government's estimates.

(e) If necessary negotiations will be scheduled by the CO or designated representative after the government's evaluation of the contractor's proposal. The contractor must be able to meet the established schedule for negotiations.

(f) Delivery Orders will then be issued by the CO using Standard Form 1449. Each order will include the following information:

- Date of the Delivery Order

- Contract number and Delivery Order number - Task order price, delivery or performance data

- Accounting and appropriation data

- Any other pertinent data

19. 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 AETC Family Days

New Year’s Day 01 Jan 31 Dec 15 Martin Luther King’s Birthday 3rd Monday in January

President’s Day 3rd Monday in February Memorial Day Last Monday in May 27 May 16 Independence Day 4 Jul 05 Jul 16 Labor Day 1st Monday in September 02 Sep 16 Columbus Day 2nd Monday in October Veterans Day 11 Nov Thanksgiving Day 4th Thursday in November 25 Nov 16 Christmas Day 25 Dec 27 Dec 16

While AETC Family Days have not been identified past calendar year 2016 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.

Task Order (Sample)

Base Pavements IDIQ

Location: _____________________________________________________________________

Project #/Title: JCGU XX-17XX _________________________________________________

Point of Contact (Name/phone #): __________________________________________________

(1) Project Inspector: ____________________________________________________________

(2) Using Activity/Organization: ___________________________________________________

Scope of Work:

Phasing Requirements:

Special Requirements/Security/Submittals: AF Form 103

Desired Task Order Construction Completion Date:

(cont’d, sample task order)

Cost Estimate Breakdown Worksheet (Reference Bid Schedule)

CLIN Description Estimated

Quantity

Unit Unit

Price

Total

Total Amount $_____________

Work Hours: 7:30 AM to 4:30 PM, Monday – Friday, exclusive of Federal Holidays

Special Conditions: Note: All Scheduled Utility Outages shall be submitted in writing, to the

Contracting Officer 14 days in advance.

SECTION 01020 - UTILITIES (CONTRACTOR IDENTIFIED)

1. SCOPE: This section covers identification, interruption and use of utilities.

2. IDENTIFICATION: The Government does not know the exact location of all utilities in the work area. The Contractor shall take reasonable precautions in determining the exact location of all existing utilities within the contract work area prior to any excavating, trenching, backfilling or disturbance. Upon request by the Contractor, the Government shall furnish all available information in its possession concerning utilities in the contract work area. However, the accuracy of the information provided by the Government is not guaranteed and is only intended to provide some measure of assistance to the Contractor. The Government does not have, nor will it provide, record drawings of Verizon telephone cable plant and Suddenlink cable.

In addition, the Contractor shall also notify 1-800-DIG-TESS. Both underground cable TV and communications will be authorized for 30 days and shall be resubmitted if digging continues after 30 days. In the event the Contractor identifies utilities in the contract work area, which interfere with the newly proposed construction, the Contracting Officer shall be immediately notified and the Government will take necessary corrective action at no cost to the Contractor.

The Contractor shall furnish to the Contracting Officer as-built drawings clearly identifying the exact location of all utilities identified in the work area prior to project final inspection.

2.1 Contractor must initiate and process for approval Work Clearance Request AF Form 103 through 17 CES/CEO a minimum of fourteen (14) calendar days prior to the start of any construction work. Excavation is not authorized without issuance of a completed and approved

AF Form 103. After initial issue, it is the Contractor's responsibility to keep the Work Clearance

Request coordinated and up-to-date/current through the remainder of the contract to include remarking utilities.

3. INTERRUPTIONS:

3.1 Planned Utility Outages: The Contractor shall coordinate all requests for utility outages with the Contracting Officer in writing fourteen (14) calendar days prior to date of requested outage.

Water, gas, sewer and electrical outages shall be held to a maximum duration of 2 hours unless otherwise approved in writing.

3.2 Unplanned Utility Outages (Accidental Disruption of Utilities): In the event of accidental disruption of any utility, the Contractor shall immediately notify the Contracting Officer of the unplanned outage. The Contractor shall immediately take every reasonable step to repair the damage in a manner acceptable to the Government and will restore the utility to full use as soon as practicable. If the Contractor so desires, and the Government agrees, the Government will complete necessary repairs to the damaged utility and withhold from payments due to the

Contractor the necessary amount to defray all costs associated with the repair of the utility.

4. USE AND AVAILABILITY: All reasonable quantities of existing utilities will be made available to the Contractor without charge. Proposed temporary connections must be approved and coordinated with Civil Engineering, Base Contracting, and the Base Fire Department in advance of any connection. Any temporary connections or lines required shall be installed, metered, maintained, and removed at the Contractor’s expense. Any damage associated with the use of these utilities shall be repaired and/or replaced in a manner satisfactory to the Contracting

Officer at Contractor's expense. Prior to using any fire hydrant on Goodfellow AFB, the

Contractor must complete the Contractor Request for Use of Goodfellow AFB Fire Hydrants (a copy of which is attached on next page) and submit to the Contracting Officer and notify the

Fire Dept. at (325)-654-3532. Contractor shall take appropriate measures to prevent backflow into the base’s potable water supply system. Contractor shall always strive to conserve the electric, natural gas and water utilities at Goodfellow Air Force Base.

FA3030-16-R-0002

Attachment 1

5. MARKED UTILITIES: Once utilities are marked it is the contractor’s responsibility to maintain those markings. It will be the contractor’s responsibility to physically locate marked utilities and the contractor will be responsible for locating all utilities within 24” of either side of the marked utility line. In the event a marked utility line is not located within 24” of either side, the contractor shall immediately contact the Project Manager.

END OF SECTION

Section 01020 – Page 3 of 3

The following information must be prepared and forwarded, on AF Form 3000, Material Approval Submittal, to the Operational Contracting Division for approval and coordination with Civil Engineering’s Fire Dept and Utilities Element prior to use of base fire hydrants.

UContractor Request for Use of Goodfellow AFB Fire Hydrants.

1. The U U Company requests the use of fire hydrant numberU U for the purpose of filling U U used in the performance of the contract to U U. Period of hydrant use will beU U to U U. I understand approval is contingent on:

a. The company providing a suitable connection with a certified and tested, Class III Back Flow Preventer (reduced pressure principle device) and screw type globe valve to be attached to the hydrant. The connection will be 2 1/2" National Standard fire thread. The backflow device and valve shall be properly supported to prevent damage to fire hydrant threads.

b. Leaving the connection in place during approval period.

c. Insuring the hydrant is fully opened and left in that position during approval period, except in periods of freezing weather.

d. Insuring an approved fire hydrant wrench is used to open/close the hydrant.

e. Insuring all servicing from the hydrant is done at the top of the vehicle or tank. No bottom servicing will be permitted.

f. Using no quick opening valves causing excess water hammer in the main.

g. Discontinuing hydrant use if there is any hydrant malfunction or leakage from underground and reporting same to the fire department at 654-3532.

2. I understand and agree that U UCompany assumes full responsibility for any damage to the hydrant, water mains, adjacent grounds, vegetation, buildings, or streets resulting from filling operations.

U U U

(Signature) (Date) U U U

(Print Name) (Print Title)

SECTION 01400 - ENVIRONMENTAL PROTECTION

1. APPLICABLE ENVIRONMENTAL REGULATIONS, LAWS, AND PUBLICATIONS:

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. All publications shall be the latest version/edition/revision of the documents listed below, in effect on the date of this solicitation, except where a date is given.

1.1 Code of Federal Regulations (CFR):

29 CFR, Part 1910 Hazardous Waste Operation and Emergency

Response

40 CFR 61, Subpart M National Emissions Standard for Hazardous Air

Pollutants

40 CFR, Part 82 Protection of Stratospheric Ozone

40 CFR, Part 117 Determination of Reportable Quantities for

Hazardous Substances

40 CFR, Part 122 National Pollutant Discharge Elimination System

(NPDES) Regulations

40 CFR, Parts 260 - 282 Solid Waste Regulations

40 CFR, Part 302 Designation, Reportable Quantities, and

Notification

49 CFR, Parts 171-176 Hazardous Materials Regulations, Department of

Transportation, (DOT) Rules

1.2 Environmental Protection Agency Publication (EPA):

EPA Publication No. SW-846 Test Methods for Evaluating Solid Waste

1.3 Environmental Laws:

Archaeological and Historic Preservation Act (AHPA)

Archaeological Resources Protection Act (ARPA)

Clean Air Act (CAA) and all amendments

Clean Water Act (CWA) as amended

Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA)

Endangered Species Act (ESA)

Emergency Planning and Community Right-To-Know Act (EPCRA)

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) as amended

Federal Water Pollution Control Act (FWPCA)

National Oil and Hazardous Substances Contingency Plan (NCP)

Occupational Health and Safety Act (OSHA)

Oil Pollution Act (OPA)

Pollution Prevention Act (PPA)

Resources Conservation and Recovery Act (RCRA)

Safe Drinking Water Act (SDWA), as amended

1.4 State Regulations (Texas Administrative Code):

25 TAC 295 Occupational Health

30 TAC 205 General Permit to Discharge Waste

30 TAC 290 Public Drinking Water

30 TAC 335 Industrial Solid Waste and Municipal Hazardous Waste

1.5 Air Force Instruction (AFI):

32-7001 Environmental Management

32-7040 Air Quality Compliance

32-7042 Waste Management

32-7063 Air Installations Compatible Use Zones Programs

32-7064 Integrated Natural Resources Management

32-7086 Hazardous Materials Management

1.6 Energy Independence and Security Act (EISA) Section 438

2. PROTECTION OF RESOURCES: Construction activities are NOT exempt from air emission, stormwater, hazardous waste, and other environmental compliance rules and regulations. Contractor shall investigate, comprehend, and comply with all environmental rules and regulations applicable to his/her chosen method of accomplishment of the work under this contract.

2.1 Protection of Land Resources: The Contractor shall confine his construction activities to areas defined by the plans and specifications and/or as approved in his/her Storage Area submittal (refer to paragraph 7 of Section 01010). Except in areas to be cleared, the Contractor shall not remove, cut, deface, injure or destroy trees or shrubs without the Contracting Officer's permission. Do not fasten or attach ropes, cables, or guys to existing nearby trees for anchorage unless authorized by the Contracting Officer. Where such use of ropes, cables, or guys is authorized, the Contractor shall be responsible for any resultant damage.

2.2 Protection of the Stratospheric Ozone: The Contractor shall comply with 40 CFR Part 82.

To the maximum extent practicable, the Contractor shall utilize safe alternatives and products made with or containing safe alternatives to Class I or II ozone depleting substances, identified under 42 U.S.C. 7671K. Class I Ozone Depleting Substance is defined in section 602 (a) of

CAA.

Per manufacturer’s recommendations, Contractor’s shall utilize acceptable refrigerant substitutes such as:

HCFC – 134a HFC-410a

2.3 Protection of Historical and Archaeological Resources:…