Attachment_2_Specifications.pdf

TECHNICAL SPECIFICATIONS

LF CONTOURS, ACCESS ROAD, VEHICLE PAD, AND FENCE

PROJECT #: To Be Determined Requirements

PREPARED BY:

90TH CES/CEM BASE CIVIL ENGINEERING SQUADRON

F.E. WARREN AIR FORCE BASE

Date: 3 August 2016

ATTACHMENT 2

LF CONTOURS, ACCESS ROAD, VEHICLE PAD

AND FENCE F. E. WARREN AFB

TABLE OF CONTENTS

DIVISION 01- GENERAL REQUIREMENTS Page

SECTION 011100 – Summary of Work 3 SECTION 013113 – Project Coordination 6 SECTION 013300 – Submittal Procedures 13 SECTION 013553 – Security Procedures 16 SECTION 014213 – Abbreviations 18 SECTION 014216 – Definitions 19 SECTION 014500 – Quality Control 26 SECTION 014529 – Testing Laboratory Services 28 SECTION 015526 – Traffic Control 31 SECTION 016200 – Environmental Protection 32

DIVISION 03- CONCRETE

SECTION 031100 – Concrete Forming 51 SECTION 032100 – Reinforcing Steel 53 SECTION 033000 – Cast-in-Place Concrete 54

DIVISION 31- EARTHWORK

SECTION 311100 – Clearing and Grubbing 56 SECTION 312200 – Grading 57 SECTION 312300 – Excavation and Fill 62 SECTION 313700 – Riprap 66 SECTION 313800 – Proof Rolling 67

DIVISION 32- EXTERIOR IMPROVEMENTS

SECTION 320519 – Geosynthetics for Exterior Improvements 69 SECTION 321116 – Base Course 71 SECTION 321123 – Aggregate Surface Course 75 SECTION 321540 – Crushed Stone Surfacing 78 SECTION 323113 – Chain Link Fence and Gates 80 SECTION 323126 – Wire Fences and Gates 85 SECTION 329219 – Seeding 88 SECTION 324000 – Corrugated Metal Pipe 90 SECTION 324500 – Cattle Guards 94

SECTION 011100

SUMMARY OF WORK

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Project Description B. Work by Government C. Work by Contractor D. Work Schedule E. Owner Occupancy F. Access to Site

1.2 PROJECT DESCRIPTION

A. The scope of work for this project includes maintenance improvements at the Missile Launch Facilities (LFs) to be determined. This work includes but is not limited to the replacement and repair of the security fence components and the restoration of the contours, including the access road and vehicle pad. These facilities are under the control of F.E. Warren Air Force Base, Wyoming. These Specifications and Drawings describe the components and requirements for the work under this contract. The work shall be based on the Specifications, General Drawings, and Site-Specific Drawings (to be issued upon Delivery Order). The description of line items to be priced shall be in accordance with Section 014216. The Contractor shall provide pricing for each LF based on these line items which are outlined on the Drawings, which quantities and measurements are to be verified in the field by the Contractor during Pre-Bid Site Visit. Where applicable the Contractor shall indicate zero quantity line items.

B. Work Site Description: The work sites are restricted, continually operated, secured areas under the control of F.E. Warren AFB, WY. The Contractor shall plan and coordinate his work to ensure that the integrity of each Site is protected at all times against unauthorized entry or penetration including wild and domestic animals. All Sites shall be protected by Contractor furnished and installed temporary security fence as required after work hours and during the performance period.

NO SITE WILL BE ALLOWED TO REMAIN WITHOUT A SECURE PERIMETER FENCE.

Temporary security fence shall bear the same warning signs as the existing permanent fence.

Upon completion of the work, the Contractor shall remove temporary security fence and restore adjacent areas.

C. The Scope of Work includes, but is not limited to the following items as required in each Site-specific Drawing and line item estimate:

• Clear and grub vegetation, soil materials and debris from sites.

• Grade, compact, and restore to design contours and modify existing contours to improve drainage, access, and appearance of sites.

• Clean, install, and repair existing erosion control appurtenances such as dispersion dams, anti-personnel barriers, and ditch check structures.

• Clean or remove and replace corrugated metal pipe (CMP) culverts.

• Grade inside and around site easement, right of ways (ROW), and drainage easements.

• Rip, grade, supply, and compact material on access road and vehicle pad at sites.

• Restore, reshape, and install geotextile fabric, riprap, and ballast rock areas.

• Replace or install fence fabric, animal barrier, and hardware cloth.

• Replace or repair fence components to include:

* Bent or broken line, corner and gate posts.

* Tie wires, tension bars, tension bands, brace rails, brace bands, barbwire, extension arms, and post caps.

* Concrete post foundations.

• Install or move, and/or clean cattle guards.

• Install, and/or repair, and/or remove farm fences and gates.

• Replace main gate leafs, posts, gate stops, and concrete sills.

• Provide temporary security and safety elements as described in these Specifications and

Drawings.

• Restore, reshape, and maintain turning radius from the public road to the site access road.

• Repair grade for new flow lines and discharge requirements.

1.3 WORK BY THE GOVERNMENT

A. The Government shall accomplish and provide the following:

1. Pre-construction meeting.

2. Submittal review.

3. Notice to Proceed.

4. Accident reporting briefing at pre-construction meeting.

5. Contract Site-Specific Drawings (to be issued upon Delivery Order) and Specification in both electronic and hardcopy forms.

6. Process an Entry Authorization List (EAL) of Contractor supplied personnel data.

7. Known elevation points and drainage at each site.

8. Escort Official (capable of escorting 6 people on site).

9. Process upon the Contractor’s request, an Air Force Form 103, Base Civil Engineering Work

Clearance Request (Dig Permit).

10. Process upon the Contractor’s request, an Air Force Form 592, Welding, Cutting, and Brazing

Permit (Burn Permit).

11. Project Inspector.

1.4 WORK BY THE CONTRACTOR

A. Contractor shall provide all materials, equipment, power, portable sanitation facilities, insurance, permits, duties, and labor to complete work listed in 1.2 of this Section.

B. Provide all material and other data necessary for review as required on AF Form 66 and described in each specification section.

C. Provide valid forms of identification for each employee to be added to the Entry Authorization List as described in Section 013553.

1.5 WORK SCHEDULE

A. The Contracting Officer or his/her authorized representative shall schedule the sites. Site scheduling shall be closely coordinated with Missile Engineering and MXG Plans and Scheduling in order to minimize conflict with ongoing missile site maintenance. The sites shall be worked in the order as determined by the Contracting Officer (CO) and the project schedule, once established, shall be considered firm. The Contractor shall provide a means of contact after regular working hours for notification of emergency changes to the schedule. If work is not coordinated as stated, Government Escort Official may not be available and work may not be permitted.

B. Delivery of reviewed/approved materials to the sites shall be scheduled with CO prior to materials arriving on site or adjacent to site.

C. Contractor shall have ten (10) calendar days to complete each site unless otherwise noted.

D. Exceptions to the schedules: Once the work schedule has been completed, no deviation from the schedule will be allowed with the exception as follows:

1. Emergency maintenance of missile or support equipment shall preclude construction at any given site.

2. START (Strategic Arms Reduction Treaty) site inspection shall preclude construction at any given site.

3. In the case of the winter season, the contractor will notify the Government their intent to stop construction work due to weather. 90 CES will validate that the weather no longer allows work to be performed within the specifications. The project will be placed in suspension and the remaining number of performance days will be documented. When the suspension is lifted, a new completion date will be established based on the remaining performance days documented.

4. Scheduled code changes.

5. Higher Headquarters inspections.

E. Contractor will only work one site at a time, per delivery order (DO), unless the CO receives a written request ten (10) calendar days prior to change in schedule. Working more than one site at a time is at the discretion of the CO and must be closely coordinated with MXG Plans and Scheduling for ongoing and forecast maintenance issues.

F. Hours of Operation: Working hours, including processing time on and off the site, will be between the hours of 7:30 a.m. and 4:00 p.m. excluding Saturdays, Sundays and Federal holidays. Lunch break will be 1/2 hour, between 11:00 a.m. and 1:00 p.m. An Air Force Inspector will be provided during these work hours.

1.6 OWNER OCCUPANCY

A. The sites included in the project are operational missile system facilities. The Contractor will adhere to all applicable USAF regulations and procedures regarding security, site access, inspection and safety. These requirements and responsibilities are further defined in Sections 013113- Project Coordination, 013553- Security Procedures, and 015526-Traffic Control.

B. The Contractor is obligated to cooperate with Air Force personnel to minimize conflict and to facilitate continued Air Force site operational status.

1.7 ACCESS TO SITE

A. U.S. Air Force personnel control the site and the right-of-way.

B. Emergency Access: The Contractor shall not block vehicle access to and from the facility.

C. If existing access is to be temporarily blocked, temporary access shall be properly provided by the

Contractor. Date, site(s) affected, length of time, and alternate entry method for Site Interruption Plan shall be submitted in writing for approval according to AF Form 66 and Section 013300.

D. Contractor shall be responsible for ensuring access road gates are secured after delivery of materials and at the end of each visit. Government Escorts shall only be responsible for ensuring main gates are secured on security fence.

PART 2 PRODUCT – NOT USED

PART 3 EXECUTION – NOT USED

END OF SECTION

SECTION 013113

PROJECT COORDINATION

A. Related Sections B. References C. Commencement, Prosecution and Completion of Work D. Project Coordinator E. Government Work in this Section F. Damage to Government Property G. Physical Data H. Permits I. Utility Services J. Contraband K. Special Safety Requirements L. Cleanup M. Contractor Equipment N. Storage Facilities O. Written Warranties and Local Representatives P. Landowner Agreements Q. Recycled Building Products R. Reports

1.2 RELATED SECTIONS

A. Section 011100 – Summary of Work B. Section 013300 – Submittal Procedures C. Section 013553 – Security Procedures D. Section 014500 – Quality Control E. Section 014529 – Testing Laboratory Services F. Section 015526 – Traffic Control

1.3 REFERENCES

A. Occupational Safety and Health Administration—www.osha.gov B. Air Force Form 103 – Base Civil Engineering Work Clearance Request (Dig Permit) C. Air Force Form 592 – Welding, Cutting, and Brazing Permit (Burn Permit) D. http://www.e-publishing.af.mil E. 40 Code of Federal Regulations (40 CFR) Subchapter I, Part 260-268 F. Federal Standard DED-STD-313C (Tables I and II) G. 20 CFR 1910.1200(c)

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

A. Work shall commence under this contract within ten (10) calendar days after the date of receipt of Notice to Proceed (NTP). Submittals for General Items, as noted on the Air Force Form 66 shall be submitted within twenty-one (21) calendar days of contract award and when suppliers/materials are changed. The Contractor shall furnish all Site-specific submittals within 21 days following Contract Award and prior to the NTP for the Site Work. The time stated for completion shall include final cleanup of the premises and submission of all submittals.

1.5 PROJECT COORDINATOR

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

A. Project Coordinator is the Government Contracting Officer (CO) as administrated by his/her representative, the Contract Administrator.

1.6 GOVERNMENT WORK IN THIS SECTION

A. Issuance of Contract Award (Typical Site Drawings and Specification).

B. Accident Report briefing at Pre-Construction meeting.

C. Provide name and phone number for official Inspector.

D. Notice to Proceed.

E. Air Force Form 103, Dig Permit / Air Force Form 592, Burn Permit.

F. Site addresses for locates outside of Government property.

1.7 DAMAGE TO GOVERNMENT PROPERTY

A. The Contracting Officer shall be notified immediately of any damage to Government property caused by Contractor vehicles, operations, equipment, or personnel. Damage shall be repaired immediately, to the satisfaction of the CO or his/her designated representative and at Contractor’s expense with no additional cost to the Government, IAW FAR clause 52.236-9.

1.8 PHYSICAL DATA

A. Information and data furnished or referred in the Contract Documents are for general information only and the Government may not be held liable for any interpretation or conclusions drawn by the Contractor.

B. Source of Data: The physical conditions indicated on the Drawings and in the Specifications are the result of site investigations by surveys and field research. ALL SITE CONDITIONS ARE TO

BE FIELD VERIFIED BY CONTRACTOR.

C. Site Inspections: It shall be the responsibility of each bidder, IAW FAR clause 52-236-3, to attend the pre-bid site visit to determine the nature, extent, and pertinent details of the work. The Drawings accompanying these Specifications show the general arrangement and approximate dimensions and other details to the extent required for bidding purposes. The successful bidder, upon receiving a delivery order, shall be responsible for determining actual dimensions, quantities, and details to the extent and accuracy required for the proper accomplishment of the work as covered by these Specifications and related Drawings.

1.9 PERMITS

A. No work on any site will begin without first obtaining an approved AF Form 103 – Base Civil Engineering Work Clearance Request (aka ―Dig Permit‖). The AF Form 103 provides coordination with all Government activities that may have buried cables/structures within the Air Force right of way area. Items encountered and damaged within three (3) feet on either side of a line or around a point of items shown on drawings shall be repaired by the Contractor. Items encountered and damaged outside of three (3) feet on either side of a line or around a point shall be repaired by the Government. In either case, the Contracting Officer shall be notified immediately if any damage occurs. The Contractor shall initiate a request for an AF Form 103 at least fourteen (14) calendar days prior to any dirt work; contact Missile Engineering at (307) 773-2438 for initiation of permit. Contractor shall review permit, keep signed copy on site and shall be responsible for maintaining utility markings during excavation.

B. For areas outside the Government property/lease, local utility companies and/or respective counties shall be contacted directly by the Contractor for the purpose of obtaining permission or permits, if any. The Contractor shall provide written verification and a copy of permit, if any, as submittal to the CO that all such coordination has been completed prior to any excavation Contractor shall be responsible for coordination with local Utility Companies and/or respective counties affected by any excavation conducted not on Government Property. Contractor shall be required to maintain utility markings and appropriate permits for the period of work.

C. The Contractor shall obtain any necessary AF Form 592 – Welding, Cutting, and Brazing Permit (aka ―burn permit‖), at least three days prior to construction at the sites. Contact Missile Engineering at (307) 773-2438 for requirements, initiation and completion of permit. Contractor shall have the completed permit control number prior to any burning /welding operations.

D. Contractor is responsible for complying with the Wyoming Department of Environmental Quality, Nebraska Department of Environmental Quality, and the Environmental Protection Agency Region 7 or 8 Office in Denver for any National Pollutant Discharge Elimination System (NPDES) Construction General Permit. If permit is not required by State or Federal agency with jurisdiction on federal sites, Contractor shall provide written documentation referencing reason for waiver.

E. Contractor shall provide Traffic Control Permit for project sites. See Section 015526 for more information.

F. Submit all required Permits in accordance with Section 013300 and AF Form 66.

1.10 UTILITY SERVICES

A. Launch Facilities (LFs) are remote sites without utilities, sanitary facilities, drinking water or public telephone service. Contractor shall provide all utilities, water (drinking and construction), and sanitary facilities for Contractor personnel and as applicable, the Escort Official when working at a LF. At a minimum, sanitary facilities shall be portable, rigid, enclosed, and lockable enclosures that are replaced or receive weekly maintenance. Cellular telephones shall not be permitted at a LF. Contractor shall provide site facilities for lunch and break areas as needed.

B. When working at a MAF, limited drinking water and sanitary facilities are available, and no commercial phone service or commercial power is available. Contractor shall provide all utilities, construction water, and telephone service when working at a MAF. Cellular telephones are permitted at a MAF. Cellular phones with photographic capability are acceptable, but use of that photographic capability is not permitted. The Escort Official and (or) security personnel will confiscate improperly used cellular phones.

1.11 CONTRABAND

A. The following items are considered contraband on LF or MAF sites. It is an individual’s responsibility to make certain that contraband items are not brought into a LF or MAF site.

1. Privately owned firearms to include rifles, shotguns, handguns, air/pellet guns, and sling shots.

2. Privately owned ammunition or unauthorized ammunition.

3. Knives, except government issued to authorized personnel (knives less than four inches in length are permitted).

4. Explosives, except for official use or storage.

5. Illegal drugs or controlled substances.

6. Electronic devices within the fenced area of LF’s.

B. Contractors requiring the use of tools which may be deemed as contraband will require annotation on the Entrance Authorization List (EAL) and must be signed by 90 MW/CC or designated representative prior to entry to the LF or MAF.

1.12 SPECIAL SAFETY REQUIREMENTS

A. Comply with requirements of the Base Safety Officer for the protection of Contractor personnel, Government personnel, and property.

1. The Contractor shall prepare and submit a Safety Plan in accordance with AF Form 66.

The Contractor is solely responsible for all safety on the project including, but not limited to traffic control, trenching, confined space entry, equipment and materials storage, and compliance by all employees with Base Regulations. Particular care shall be exercised in connection with operation of vehicles and other equipment on the site. Project safety shall be coordinated with the Government prior to commencing construction. The Contractor shall designate a Safety Officer to the Government. The Safety Officer shall be knowledgeable of Federal, State, Local, and Base safety requirements. The Safety Officer shall be on the project site any time the Contractor has personnel on site. The Government retains the right to reject the Contractor’s choice of Safety Officer and require the Contractor to designate a new Safety Officer that meets the Government’s requirements. Contractor shall notify the Government of any and all modification to the Safety Plan.

2. The Contractor shall notify the Escort of any emergency situation.

3. The Contractor shall educate each employee to ensure clear understanding of the following:

a. A review of hazards inherent in the work environment and the precautions required to reduce or avoid the hazard.

b. The Contractor shall maintain a complete first-aid kit at all times.

c. Location of first-aid and other emergency facilities must be identified.

d. Detailed description of what to do in case of injury, fire or identification of a safety hazard.

e. Review of daily cleanup procedures.

f. Location and review of company safety rules (either posted or handout).

g. Safety equipment includes, but is not limited to ear plugs, goggles, face shields, gloves, safety shoes, and hard hats. Complete instruction on where and how to use all safety equipment will be given. Contractor will provide eye protection, hearing protection, and hard hats. All personnel will wear safety equipment when required.

B. Comply with the rules, regulations, standards, and requirements of the Department of Defense, the Environmental Protection Agency (EPA), the Occupational Safety and Health Administration (OSHA), and all applicable Federal, State, and Local requirements regarding disturbing or removing hazardous materials. The federal government is not exempt from compliance with environmental and labor regulations.

1. Air Quality/Asbestos/ODC - The Contractor shall not purchase, use, or specify the use of any Class I Ozone Depleting Chemical (ODC) in the production, design, or maintenance of the Work. Class II ODC may be used or specified only with written approval of the Contracting Officer.

2. Lead Based Paint (LBP)/Tanks/Radon/Spill - Spills of any type of material (excluding clean water) shall be reported to the Inspector and the 90 CES/CEV representative (307- 773-4441) for evaluation to determine the level of cleanup and reporting that is required.

The Contractor will be charged for any cleanup and disposal costs accomplished by F.E.

Warren civilian or contract personnel.

3. All hazardous waste, except those that come under Universal Waste Rules, must be managed and disposed of in accordance with 40 Code of Federal Regulations (40 CFR) Subchapter I, Part 260-268. The Contractor is responsible for the disposal of all hazardous waste generated from his operations, including spill cleanup. The Contractor shall bear all costs associated with hazardous waste disposal. Storage, fueling and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spill and evaporation. Fuel, lubricants and oil shall be managed and stored in accordance with all Federal, State, Regional, and local laws and regulations.

4. The Contractor shall evaluate each item furnished to the government or used during performance of services and identify all hazardous items. For the purpose of this standard, a hazardous material is defined as a material having one or more of the characteristics described in the Federal Standard FED-STD-313C (Tables I and II). The item is a health hazard or physical hazard as defined in 29 CFR 1910.1200(c). Health hazards include carcinogens, corrosive materials, highly toxic materials, irritant, sensitizers, toxic materials, and materials which damage the skin, eyes or internal organs. Physical hazards include combustible liquids, compressed gases, explosives, flammable materials, organic peroxides, oxidizers, pyrophoric materials, unstable (reactive) materials, and water-reactive materials.

5. Contractor shall submit a Material Safety Data Sheets (MSDS) for each compound/chemical intended to be utilized on the site to the Base Bioenvironmental Office (90 MDOS/SGOAB, 307-773-3088) for review and approval prior to delivery and use on the site. A hazardous material is defined in Federal Standard FED/STD-313C (Tables I and II). The definition of materials presenting a health hazard or physical hazard is found in 29 CFR 1910.1200(c). The MSDS shall be maintained on the site and all workers shall familiarize themselves with their contents. The Contractor shall be responsible for establishing a system which tracks the procurement, delivery to site, installation, and disposal of all hazardous materials including proper disposal documents.

The Contractor shall submit a report prior to the commencement of construction on each delivery order (if necessary) to the 90 CES/CEV representative (307-773-4441).

C. Comply with applicable Occupational Safety and Health Administration (OSHA) standards, especially OSHA subpart 1910 for General Industry and OSHA subpart 1926 for Construction.

Contractor shall utilize adequate shoring for all excavations in accordance with OSHA requirements. The Contractor shall install temporary shoring, bracing, and structural supports at existing and new structures and improvements as necessary to resist all loads during construction.

D. Submit Traffic Control Plan for each site addressed by the delivery order based on latest edition of the Manual for Uniform Traffic Control Devices (MUTCD). Erection of barricades, safety barriers, barrels, fencing, signs, warning lights, flag persons and devices as appropriate to control traffic and to warn and protect the workmen, users, occupants and the public shall be by the Contractor. Coordinate barricades, warning signs and related devices with Government. Protect the existing site, all materials and equipment to be incorporated therein, completed work, site improvements, trees, landscaping, utilities, public ways, and other facilities.

1.13 CLEAN UP

A. During construction, the site shall be kept free from debris and waste materials resulting from in-progress work. Cleanup shall be accomplished on a daily basis or more often as necessary. Upon completion, all debris and surplus materials resulting from the work shall be removed and disposed in an approved manner.

1.14 CONTRACTOR EQUIPMENT

A. Provide all equipment necessary to accomplish the contract work. Power equipment shall be equipped with safety, noise limiting, and fume control devices. The equipment shall be in a safe and efficient operating condition, adequate for the purpose intended. Subject to approval, special equipment dictated by local conditions may be used. Calibrated equipment, such as scales, batching equipment, spreaders, and similar items shall be recalibrated by an approved/certified calibration laboratory within 12 months of commencing work on the site.

1.15 STORAGE FACILITIES

A. Materials and equipment shall not be stored on Government property. The Government will not supply a facility for stockpile storage or material storage. Unkempt, insecure or unsightly storage shall not be allowed. A storage plan may be required if storage containers are to be left near the site, for security considerations. Offsite storage on private property may be accomplished by the contractor subject to documented written consent of the landowner, (see Section 1.17 – Landowner Agreements).

1.16 WRITTEN WARRANTY AND LOCAL REPRESENTATIVES

A. Thirty (30) days prior to final acceptance the Contractor shall obtain and submit written warranties for all equipment, products, goods and services supplied under this contract. Furnish with each warranty the name, address, and telephone number of the guarantor’s representative, who will honor the guarantee during the written guarantee period and will provide the service prescribed by the terms of the guarantee. The equipment installed under this contract shall be guaranteed against defective materials, installation and workmanship for a period of not less than 12 months from the date of acceptance, either for the beneficial use or final acceptance, whichever is the earliest, but not before the system has passed all specified tests and been deemed acceptable for operation.

B. Submit Warranty Information in accordance with Section 013300 and AF Form 66.

1.17 LANDOWNER AGREEMENTS

A. Contractor shall obtain written agreements and lien releases with adjacent private and public landowners and leaseholders when his operations require use of these properties for storage or access to Air Force property. Agreements will allow the use of private property by Contractor and the lien releases shall release the Air Force from any damage to private property as a result of Contractor operations. Where leaseholders are present on the property, the signatures of both landowners and leaseholders are required. Copies of agreements and lien releases shall be supplied to the CO prior to the start of work on each Site. The Contractor will not be allowed to start work on a site until agreements are in place.

B. Submit Agreements in accordance with Section 013300 and AF Form 66.

1.18 RECYCLED BUILDING PRODUCTS

A. In accordance with HQ AFGSC Interim Affirmative Procurement Guidance, the government will purchase and use recycled products when available. One hundred percent of the purchase of concrete/cement products will contain recycled products in accordance with the EPA guidelines unless written justification is provided by the Contractor and approved by the Contracting Officer, which states one of the following reasons:

1. A product is not available competitively and within a reasonable time frame.

2. The product does not meet appropriate performance standards.

3. The product is only available at an unreasonable price. At a minimum, the product included in this project is concrete.

B. The Contractor must compile a report for each category of recycled materials purchased. The report shall be submitted for the Resource Recovery and Recycling Manager upon completion of the Contract or the end of the calendar year, whichever comes first. This itemized report must contain the following information:

1. Total amount of material purchased.

2. Total amount purchased containing recycled materials.

3. Written justification.

C. Submit Report in accordance with Section 013300 and AF Form 66.

1.19 REPORTS

A. Submit Material Safety Data Sheets (MSDS) according to AF Form 66 for each chemical/compound to be utilized on the site.

B. Submit Hazardous Materials Report according to AF Form 66 for the Resource Recovery and

Recycling Manager at 90 CES/CEA Natural Resources Management 307-773-4359 listing the description of the hazardous material brand name, part number, SSL No., unit of issue, quantity issued/used and person(s) issued to. Submit the report by the 5th day of the following month through the Submittal Process as described in Section 013300 and according to the AF Form 66.

C. Submit Safety Plan for the site in accordance with Section 013300 and AF Form 66.

D. Submit Traffic Control Plan for the site in accordance with Section 013300 and AF Form 66.

SECTION 013300

SUBMITTAL PROCEDURES

B. Submittal Procedures C. Construction Progress Schedules D. Product Data E. Shop Drawings F. Samples G. Design Data H. Test Reports I. Certificates J. Manufacturer’s Instructions K. As-Built Drawings

A. Section 013113 – Project Coordination B. Section 014500 – Quality Control

1.3 SUBMITTAL PROCEDURES

Contractor shall:

A. Transmit all submittal items listed on AF Form 66.

B. Transmit each/all item(s) with a properly completed AF Form 3000 to the Contracting Officer

(CO).

C. Sequentially number the transmittal form in accordance with the AF Form 66 item numbers.

D. Identify Project Name and Number, Contractor, Subcontractor or Supplier, pertinent Drawing and

Detail Number, and Specification Section Number as appropriate.

E. Allow 21 days excluding delivery time to and from the Contractor for each submittal sent for return.

F. Identify variations from the Contract Documents and Product or System limitations that may be detrimental to the successful performance of the completed Work.

G. When revised for re-submission, identify all changes made since previous submission.

H. Contractor shall be given one (1) copy of reviewed submittals by Contracting Officer, one (1) copy shall be retained by Contracting Officer, and two (2) copies shall be given to Missile Engineering.

NOTE: Correct submittal of item information does NOT automatically rate approval.

1.4 CONSTRUCTION PROGRESS SCHEDULES

A. Submit initial schedule in triplicate to the Contracting Officer within 15 days after Contract

Award. Progress Schedules (AF Form 3064) must be submitted according to AF Form 66 within 5 days after work commences (FAR 52.236-15).

B. Revise and resubmit as required by CO.

C. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities.

D. Submit Progress Report (AF Form 3065), periodically, as required.

E. Indicate estimated percentage of completion for each item of Work at each submission.

1.5 PRODUCT DATA

A. Product Data for Review:

1. Submitted to CO for review for the purpose of checking for conformance with information given and the design concept expressed in the contract documents.

2. After review, provide copies and distribute in accordance with subsection 1.3 of this section.

3. See AF Form 66 for Product Data to be submitted.

B. Product Data Information:

1. Submitted for the CO’s knowledge.

2. See AF Form 66 for Product Data to be submitted.

C. Project Data For Project Closeout:

1. Submitted for the CO’s benefit during and after project completion.

2. See AF Form 66 for Product Data to be submitted.

D. Submit number of copies as indicated on AF Form 66.

E. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers’ standard data (highlighter, underlined, symbolized, etc.) to provide information specific to this project.

F. After approval distribute in accordance with the subsection 1.3 of this section.

1.6 SHOP DRAWINGS

A. Shop Drawings for Review:

1. Submitted to CO for approval for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

2. See AF Form 66 for Shop Drawings to be submitted.

B. After approval, distribute in accordance with subsection 1.3 of this section.

C. Shop Drawings for Information:

1. Submitted for the CO’s distribution and files.

2. See AF Form 66 for Shop Drawings to be submitted.

D. Shop Drawings for Project Close-out:

1. Submitted for the CO’s distribution, files, and project completion.

2. See AF Form 66 for Shop Drawings to be submitted.

1.7 SAMPLES

A. Samples for Review:

1. Submitted to CO for review for the purpose of checking for conformance with information given and the design concept expressed in the contract documents.

2. After approval, distribute in accordance with subsection 1.3 of this section.

3. See AF Form 66 for Samples to be submitted.

B. Samples for Information:

1. Submitted for the CO’s knowledge.

2. See AF Form 66 for Samples to be submitted.

C. Submit samples to illustrate function and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

D. Include identification on each sample with full project information.

E. Reviewed samples that may be used in the Work are indicated in individual specification sections.

F. Samples will not be used for testing purposes unless specifically stated in the specification section.

1.8 DESIGN DATA

A. Submit for the CO’s knowledge.

B. Submit for the information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

1.9 TEST REPORTS

A. Test Results for Review

1. Submitted to CO for approval for the purpose of checking for conformance with information given and the design concept expressed in the contract documents.

2. After review, distribute in accordance with subsection 1.3 of this section.

3. See AF Form 66 for Tests to be submitted.

B. Test Results for Information

1. Submitted for the CO’s knowledge.

2. See AF Form 66 for Tests to be submitted

1.10 CERTIFICATES

A. When specified in individual specification sections, submit certification by the manufacturer or the

Contractor to the CO, in quantities specified on the AF Form 66, B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits and certifications as appropriate.

C. Certificates may be recent or previous test results on identical materials or products, but must meet requirements of specifications.

1.11 MANUFACTURER’S INSTRUCTIONS

A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, adjusting, and finishing to CO in quantities specified on AF Form 66.

B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

1.12 AS-BUILT DRAWINGS

A. The Contractor shall prepare and maintain a set of As-built Drawings during the construction process. As-built drawings shall indicate all changes, revisions, discrepancies, clarifications, or other information pertinent to and different from the Specifications, Drawings, and Contract Documents for the project. As-built Drawings shall be complete showing all dimensions, geometry, location, connection, and operation of elements.

B. As-built Drawings shall be submitted to the Contracting Officer (CO) in hardcopy and digital format for verification of completed work and final project closeout. As-built Drawings shall be drafted or redlined full-size drawings prepared by the Contractor utilizing AutoCAD, Autodesk Design Review or similar electronic drafting software. When electronic drafting software is not available or feasible, the Contractor shall hand prepare quality redline drawings and electronic scans.

C. All As-built Drawings shall be reviewed and signed by the Contractor responsible for their preparation, insuring that the information provided is complete and accurate. Inappropriate, inaccurate, or otherwise unacceptable As-built Drawings or completed work shall be corrected by the Contractor at no cost to the Government prior to the final project closeout.

D. As-built Drawings shall be submitted for record and for the limited purpose of assessing conformance with the information given and the design concept expressed in the contract documents. As-built Drawings indicating inappropriate, inaccurate, or otherwise unacceptable work may be subject to action by the CO.

PART 2 PRODUCTS – NOT USED

SECTION 013553

SECURITY PROCEDURES

B. Security Requirements C. Government Work in this Section

B. Section 013113 – Project Coordination C. Section 013300 – Submittal Procedures D. Section 014529 – Testing Laboratory Services E. Section 015526 – Traffic Control

1.3 SECURITY REQUIREMENTS

A. Access to the Launch Facilities (LFs) and Missile Alert Facilities (MAFs) is controlled by the U.S.

Air Force. All contracted personnel entering the sites shall be on an Entry Authorization List (EAL) created by the Government.

1. Contractor shall provide complete written, valid, and legible data that shall include legible photocopies or scanned electronic documents to be used to produce the initial EAL prior to their initial commencement of work at the site for this project. Twenty (20) working days are required to process, initially issue, add to, correct, and renew EALs.

Any delays caused by submission of incorrect, outdated, and invalid information will be at no cost to the Government. Missile Engineering shall provide to the Contracting Officer and the Contractor the expiration date for each EAL, when the date is made effective.

a. Contractor submitted data shall include the following for each employee (to include prime, subcontractor and delivery/testing services employees):

1) Project GHLN number, contract number, name of project, and Contracting Officer.

2) Employers name and address (city and state)

3) Two forms of ID:

(i) Legible photocopy or electronically scanned Valid Driver’s license, State photo ID card, or official state/federal photo ID card with the individual’s name.

(ii) Legible photocopy or electronically scanned Social Security Card (SSN) with the same name as other ID card. If card is void without additional information (ex: INS card), additional information shall be provided in same manner.

(iii) These two forms of ID shall be shown for entrance onto the site once the EAL is effective.

b. Identification cards that expire during the construction period must be updated and photocopies or scanned copies must be sent to the Contracting Officer or his/her authorized representative 20 days prior to expiration or the person shall be dropped from the EAL. The Contractor is responsible for maintaining an accurate valid list.

c. All of the following for each vehicle: make, model, year, color, license plate number and state.

B. Site Entry:

1. In order to gain entry onto the project facility, the Contractor personnel must be:

a. Listed on an effective EAL .

b. Identified by escort personnel.

c. Able to produce, for verification, the two exact forms of ID given for the EAL process.

d. Submit to physical and electronic search of person and materials.

e. Physically escorted on-site by an authorized escort official and remain under escort full time while on site.

f. Not in possession of any electronic device or cellular telephone at Launch Facilities (LFs).

2. Upon arrival, the escort will identify all Contractor personnel and check identifications.

Processing onto and off the sites may require approximately thirty (30) minutes each and shall not be considered delay time. The processing onto and off of the site shall be during normal working hours, between 0730 hours (7:30 a.m.) and 1600 hours (4:00 p.m.).

Processing onto the site shall not start until 0730 hours (7:30 a.m.). Completion of the processing off the site shall be by 1600 hours (4:00 p.m.).

C. Vehicle Identification:

1. Company Identification (logo) must be clearly, legibly, and identifiable at a minimum of

30-foot distance and displayed on each side of all vehicles and equipment brought onto or operated on site. Vehicles and equipment without such identification may be denied access to the site.

2. The access road leading from the main road adjacent to the site is under military control.

The area off to the sides of the access road is either private property, federal, state, or county property. Parking vehicles on the access road is prohibited unless permission has been obtained from the government. Vehicles may be parked in the Air Force access area but any such parked vehicles must be clear of the boundary fence by a minimum of twenty-five feet (25’) and a minimum of fifty feet (50’) from the centerline of the access road. Permission to use additional offsite parking and storage areas must be obtained in writing from the landowner (see Section 013113 Project Coordination, subsection 1.17 – Landowner Agreement) and a copy must be submitted to the Contracting Officer prior to the Notice to Proceed for Site Work.

3. Authorized Contractor vehicles and equipment will be placed so as not to interfere with gates, emergency escape routes, antennas, any above ground structures, or the helicopter pad.

PART 3 EXECUTION

3.1 GOVERNMENT WORK IN THIS SECTION

A. The Government shall prepare the EALs according to AFSPI 31-1. The Government shall inform the Contractor of any and all changes in the process as outlined in Part 1 of this section.

SECTION 014213

ABBREVIATIONS

1.1 SECTION INCLUDES:

A. Purpose B. Abbreviations

1.2 PURPOSE:

A. This section is intended to define the units of measurement and abbreviations used throughout the Specifications and General and Site-Specific Drawings (to be issued upon Delivery Order).

1.3 ABBREVIATIONS

A. The following abbreviations shall be employed:

ABBREVIATION DEINITION

CF Cubic Feet CMP Corrugated Metal Pipe CO Contracting Officer CY Cubic Yard DIA Diameter EA Each FT Feet Ga Gauge IN Inch LF Launch Facility LS Lump Sum MAF Missile Alert Facility MD Man Day MGAL Thousand Gallons MI Miles OD Outside Diameter PCF Pounds per cubic foot PSI Pounds per square inch ROW Right of Way SF Square Feet SY Square Yard

SECTION 014216

DEFINITIONS

1.1 SECTION INCLUDES:

A. Purpose B. Line Item Units C. Line Item Definitions

1.2 PURPOSE:

A. This section is intended to define the line item units and line item definitions used throughout the Specifications and General and Site-Specific Drawings (to be issued upon Delivery Order).

1.3 LINE ITEM UNITS

A. The Line Item Units for this Contract are based on the definitions described in subsection 1.4. The Line Item Total for the Contract shall be based upon the quantities determined by the Contractor for the Contract multiplied by the Line Item Unit Price.

B. The following definitions shall be used for line items units:

1. Mobilization/Demobilization – EA.

2. Clean Culvert – EA.

3. Install Flared Ends – EA.

4. Shorten Existing Culvert – EA.

5. Remove Culvert – EA.

6. Extend Existing Culvert – EA.

7. Install Culvert – EA.

8. Clean Ditch Checks/Dispersion Dam/Barrier Structures – EA.

9. Remove Ditch Check/Dispersion Dam Structures – EA.

10. Construct Ditch Check Structure - EA.

11. Construct Anti-Personnel Barrier – EA.

12. Construct Dispersion Dam – EA.

13. Repair Concrete Ditch Check/Dispersion Dam – EA.

14. Clear and Grub - SY.

15. Sub-excavation Repair of the Vehicle Pad - SY.

16. Rip/Re-grade Vehicle Pad – SY.

17. Haul/Install/Compact Subbase Course for Vehicle Pad – CY.

18. Haul/Install/Compact Aggregate Base Course for Vehicle Pad – CY.

19. Slope Re-grading South of Blast Door including Replacement of Surface Rock – SY.

20. Rip/Re-grade Access Road – SY.

21. Haul/Install/Compact Subbase Course for Access Road – CY.

22. Haul/Install/Compact Aggregate Base Course for Access Road – CY.

23. Grade Access Road Ditches – SY.

24. Grade and Compact Inside Security Fence – SY.

25. Grade and Compact Perimeter Area – SY.

26. Haul/Install Ballast Rock for Erosion Control – CY.

27. Haul/Install Riprap/Geotextile System – SY.

28. Remove and Haul Waste Material – CY.

29. Security Delays – HR.

30. Soil/Surface Course Compaction/Moisture/Density and Material Property Testing – EA.

31. Soil/Surface Course “Proof-Roll” Compaction Testing – SY.

32. Construction Water – MGAL.

33. Compact Subgrade at Vehicle Pad and Access Road – SY.

34. Install/Compact Fill – TONS.

35. Haul/Install/Compact Subbase Course Excluding Vehicle Pad and Access Road – CY.

36. Haul/Install/Compact Aggregate Base Course Excluding Vehicle Pad and Access Road –

CY.

37. Preparation and Seeding of Area – SF.

38. Replace Main Gate – EA.

39. Remove Gate Stops – EA.

40. Install Main Gate Stops – EA.

41. Replace Main Gate Posts & Sills – EA.

42. Straighten Gate/Corner Posts – EA.

43. Replace Line Posts – EA.

44. Straighten Line Posts – EA.

45. Replace Corner Posts – EA.

46. Replace Chain Link Fence Fabric (7 ft height) – FT.

47. Replace Animal Barrier – FT.

48. Install Hardware Cloth – FT.

49. Replace/Straighten Horizontal Braces – EA.

50. Secure Fabric to Posts – EA.

51. Replace Tension Wire – FT.

52. Replace Post Extension Arm – EA.

53. Replace Barbed Wire – FT.

54. Replace Tension Bar – EA.

55. Install Cattle Guard – EA.

56. Clean Cattle Guard – EA.

57. Install Farm Fence and Posts – FT.

58. Install Metal Tube Gate and Posts – EA.

59. Remove Farm Fence and Posts – FT.

60. Remove Cattle Guard – EA.

C. The line item weight, TONS, is based upon in-place, compacted soil. Verification of materials delivered in tons shall be based on in-place volume converted to weight using the compaction density at the moisture content specified derived from compaction test results. Density time volume provides weight (example: 135 lbs/ft3 x 1,000 f t3 = 135,000 lbs or 67.5 tons). For the purpose of this proposal the in-place density (to be verified after submittal test results) is 135 lbs/ft3 .

D. The line item volume, CY, is based upon in-place quantities, compacted in accordance with the specification, as applicable.

1.4 LINE ITEM DEFINITIONS

A. The following definitions shall be used for line items:

1. Mobilization/Demobilization – Initial movement of personnel, supplies and equipment to and from the site, including all permits, sanitary facilities, or other ancillary items related to the work. Work not completed during the initial mobilization shall not cost the Government another mobilization/demobilization charge. The cost shall be based upon distance from base of operation or last site and shall be either less than 20 miles or greater than 20 miles.

2. Clean Culvert – Clean culvert by hand, machine, or if approved, pressurized water.

3. Install Flared Ends – Provide and install (1) flared end to culvert of corresponding diameter.

4. Shorten Existing Culvert – Remove portion of culvert.

5. Remove Culvert – Excavate, remove and dispose of culvert.

6. Extend Existing Culvert – Excavate site, supplying and matching culvert invert to existing, providing and compacting bedding material, and backfilling as described in these Specifications and Site-Specific Drawings (to be issued upon Delivery Order). The installation shall not affect the positive drainage of the Site or redirect the flow of stormwater from the original destination unless otherwise shown on the Site-Specific Drawings (to be issued upon Delivery Order). The line item is for both ends of the culvert.

7. Install Culvert – Excavate site, supplying and placing culvert, providing and compacting bedding material, and backfilling as described in these Specifications and Site-Specific Drawings (to be issued upon Delivery Order).

8. Clean Ditch Checks/Dispersion Dam/Barrier Structures – Remove debris by any means necessary to make the structure function as designed.

9. Remove Ditch Check/Dispersion Dam Structures – Remove and dispose of ditch check and/or dispersion dam concrete structures including associated riprap and geotextile material.

10. Construct Ditch Check Structure – Supply all materials and construct ditch check structure according to Specifications and General Drawings.

11. Construct Anti-Personnel Barrier – Supply all materials and construct anti-personnel barrier according to Specifications and General Drawings.

12. Construct Dispersion Dam – Supply and construct dispersion dam according to Specifications and General Drawings. Riprap and geotextile material for dispersion dam is separate from riprap and geotextile quantities called for in the line item ―Haul/Install Riprap/Geotextile System‖, except where areas shown on the Site-Specific Drawings (to be…