Attachment_1_Specs_REV-9MAY2017.pdf

REPAIR AND REPLACE ROOFS

MISCELLANEOUS BASE BUILDINGS

Indefinite Delivery/Indefinite Quantity

(IDIQ) Specifications

EGLIN AFB, FL

96th Civil Engineer Group 501 DeLeon St, Suite 100

Eglin AFB, FL 32542

June 15, 2016

Project No. 16-7000 Specification No. 16AD

Prepared by David Wolfson, PE

96 CEG/CENMPR

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PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 57 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14 ASBESTOS HAZARD CONTROL ACTIVITIES

02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 00.20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 01 20 MAINTENANCE OF UNIT MASONRY

DIVISION 05 - METALS

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50 BUILT-UP ASPHALT ROOFING REPAIRS

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 31 13 ASPHALT SHINGLES

07 41 13 METAL ROOF PANELS (ARCHITECTURAL/NON-STRUCTURAL)

07 41 63 FABRICATED METAL ROOF PANEL ASSEMBLIES

07 42 13 METAL WALL PANELS

07 51 13 BUILT-UP ASPHALT ROOFING

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 54 19 POLYVINYL-CHLORIDE (PVC) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING (STRUCTURAL)

07 61 15 ALUMINUM STANDING SEAM ROOFING (STRUCTURAL)

01 57 19

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07 72 00 ROOF ACCESSORIES

07 72 20 GRAVITY-TYPE ROOF VENTILATORS

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 22 - PLUMBING

22 14 26 ROOF DRAINS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 03 00 BASIC MECHANICAL MATERIALS AND METHODS

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 41 00 LIGHTNING PROTECTION FOR SYSTEM

APPENDIX A – ROOFING SYSTEM INFORMATION CARD AND PLACARD

APPENDIX B – UNITED FACILITIES CRITERIA UFC 3-110 03 ROOFING

APPENDIX C – AIR FORCE SAFETY CENTER (AFSEC) FALL-PROTECTION GUIDE

-- End of Project Table of Contents --

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IDIQ Repair and Replace Roofs Miscellaneous Base Buildings FTFA 16-7000 Spec. 16AD

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

(Last Updated 14 June 2016)

PART 1. GENERAL

1.1. SUMMARY

The Summary of Work to be performed under this project is located at Eglin Air Force Base, Florida, and within the Eglin Air Force Base Reservation.

The work to be performed under this project consists of providing all the design, labor, equipment, tools, and materials necessary to refurbish, repair and/or replace roofing systems on various facilities maintained and operated by the 96th Civil Engineering Group.

All work contained in this Section shall be completed in a professional and workmanlike manner, per Manufacturers' specifications and requirements; in accordance with the roofing industry standard and practices; and in accordance with latest edition of Local, State and Federal Codes.

All work shall comply with the requirements and specifications in this contract and each delivery order’s Statement of Work documents, as defined below. If there is conflict between requirements of these items and the particular Roof Specification, the Contractor shall comply with the most stringent requirement, unless the Contractor through direct negotiation with the Contracting Officer receives written approval from the Contracting Officer to comply with the less stringent of the conflicting requirement.

1.2. STATEMENT OF WORK DOCUMENTS

A. All work shall be in conformance as specified in individual delivery orders including the furnishing of all design, materials, labor, plant, tools, equipment, and services necessary and incidental thereto. All work must be coordinated through the Base Civil Engineering staff liaisons to minimize the interruption of service.

The work required to be performed by the Contractor consists of, but is not limited to, the following principal items contained in the below PROJECT DESCRIPTION.

B. Facility/Site Specific Construction Documents/Drawings are to be issued with each delivery order.

C. Specifications with Appendix 'A' Roofing Systems Information Card and Placard, Appendix ‘B’ United Facilities Criteria UFC 0-110-03 Roofing, and Appendix ‘C’ Air Force Safety Center (AFSEC) Fall- Protection Guide.

D. Conformance with UFGS 01 45 00 Quality Control spec section, and all reference in this specs to Contractors Quality Control (CQC) requirements shall only be required when the value of the task order exceeds $750,000. If under that amount, replace “CQC” with “Contractor”.

SECTION 01 11 00 Page 2

E. The material cost for all items not called out as a separate line item but required per the material specifications as part of each roofing system, shall be included in the cost for the main roofing material.

1.3. PROJECT DESCRIPTION

Roof refurbishment, repairs and/or replacement may include, but is not limited to, the following types of roofing systems:

1.3.1. Low Slope Roofs as defined per UFC 3-110-03

Built-up Asphalt Roofing Repairs per Section 07 01 50:

This section includes, but is not limited to, the partial roof tear-off of existing Built-Up Asphalt Roofing with aggregate or granular surface for installation of a temporary roofing membrane system and/or the protection of existing roofing system that is not re-roofed.

Fluid-Applied Waterproofing per Section 07 14 00:

Fluid-applied elastomeric waterproofing systems for concrete, steel, and BUR substrates. Protective wearing surface is required per manufacturer’s recommendations. System shall meet EPA Energy Star program requirements per:

http://downloads.energystar.gov/bi/qplist/roofs_prod_list.pdf?fab0- 786d.

Built-Up Roof Asphalt Roofing (BUR) per Section 07 51 13 and 07 52 00:

4-ply granular surfaced Modified Bitumen roofing system (3-ply felts plus Modified cap sheet). Eglin’s preferred built-up system combines both specifications, utilizing a 4-ply fiberglass felt system with either a SBS or APP cap sheet. Section also includes, but not limited to: flashing, cap sheets, asphalt, surfacing materials, primers, cement, cant strips, building paper, fasteners, curbs, and walkpads.

Single Ply Polyvinyl-Chloride (PVC) Roofing per Section 7 54 19:

Adhered or Mechanically fastened polyvinyl-chloride (PVC) roof membrane system applied over insulation, recovery board, concrete roof deck, or PVC membrane roofing manufacturer-accepted substrate.

Minimum membrane thickness shall be 72 mils.

1.3.2. Steep Slope Roofs as defined per UFC 3-110-03

Asphalt Shingles per Section 07 31 13:

Includes 3-tab asphalt shingles, roll roofing, underlayment, leak barrier (self-adhering a.k.a. peal and stick) underlayment, attachments, and vents.

Metal Roof Panels (Architectural/non-structural) per 07 41 13:

SECTION 01 11 00 Page 3

Architectural/non-structural standing seam metal roof panels and accessories, continuously supported on a wood, steel, or concrete deck. All new roofs shall have a high solar reflective rating.

Insulation is included in this section.

Steel Standing Seam Metal Roofing (Structural) per Section 07 61 14:

Steel structural standing seam metal roof panels and accessories, spanning between roof framing members. All new roofs shall have a high solar reflective rating. Insulation is included in this section.

Aluminum Standing Seam Metal Roofing (Structural) per Section 07 61 15:

Aluminum structural standing seam metal roof panels and accessories, spanning between roof framing members. All new roofs shall have a high solar reflective rating. Insulation is included in this section.

1.3.3. Thermal Insulation

Roof and Deck Insulation per Section 07 22 00

Rigid insulation above roof deck and below waterproofing layer(s). Minimum R30.

Mineral Fiber Blanket insulation per Section 07 21 16.

Batt insulation for attics or between framing members below the roof deck. Minimum R30.

Metal Panel Insulation per Section 07 41 13, Section 07 61 14, and Section 07 61 15.

Hung insulation below panels or roof deck, between framing members. Minimum R30.

1.3.4. Miscellaneous Roofing Items:

Roof Accessories per Section 07 72 00.

Gravity-Type Roof Ventilators per Section 07 72 20.

Joint Sealants per Section 07 92 00.

1.3.5. Walls:

Metal Wall Panels per Section 07 42 13

1.3.6. Structural items – Division 05 - Metals

Selected facilities may require structural roof deck and framing repairs including, but not limited to:

Retrofit Framing above roof surface for new standing seam metal roofs per Section 05 40 00 Cold-Form Metal Framing.

Maintenance of Unit Masonry per Section 04 01 20.

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Wood decking (planks and plywood) and framing (dimensional lumber, pre-fabricated truss and timber) or any other wood items per Section 06 10 00.

Addition of steel purlin supports for roof reinforcement as required by current building codes per Section 05 50 13.

Misc. metals for roof access, including stairs, ladders, and railings, complying with OSHA safety codes per Sections 05 21 00, 05 51 13, 05 52 00.

1.3.7. Mechanical

Selected facilities may require, but not be limited to, refurbishment, repair, removal and re-installation of existing HVAC, fresh-air intake and exhaust systems.

1.3.8. Electrical

Selected facilities may require, but not be limited to, refurbishment, repair, removal and re-installation of existing electrical equipment and lightning protection systems.

1.3.9. Painting

Painting of surfaces for new or existing materials by the contractor as repair or replacement, and all work incidental thereto per Section 09 90 00, or in specific material specification.

1.3.10. Asbestos

Remove asbestos containing materials from roof and adjacent components of facilities, i.e., Asbestos shingles, roof penetration mastic, and soffits, etc. Follow guidelines per Sections 02 82 14 and 02 82 16.

1.3.11. Fall Protection

All projects will require installation of roof-top fall protection anchorage systems, and may require structural roof deck and framing upgrades for adequate anchorage. Install new permanent roof anchors for fall protection per OSHA standards 29 CFR 1926.500. Include design, engineering, onsite inspection/testing, and certification for the new fall protection anchorage system. Conform to requirements of the Air Force Safety Center (AFSEC) Fall- Protection Guide dated May 2015, or latest edition, including to submit a Fall Protection Plan for each task order.

1.4. EXISTING WORK

Remove or alter existing work in such a manner as to prevent injury to the public and operations personnel or damage to any portions of the building or existing work which remain. Follow guidelines per Section 02 41 00.

Repair or replace portions of existing work which have been altered during construction operations are to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work

SECTION 01 11 00 Page 5 must be in a condition equal to or better than that which existed before the new work started.

1.5. DESIGN CALCULATIONS

Submit Engineering calculations, signed, sealed, and dated by a Registered Engineer validating the wind resistance per ASCE 7-10 or latest edition.

The design uplift pressures for the roof system shall be computed and applied using a basic wind speed per ASCE 7-10 or latest edition, or 140 miles per hour (mph), whichever is greater), and other applicable building code requirements.

The design calculations shall include: the design of the new roofing system, the attachments to the existing structure, as well as the adequacy of the existing structure to support the new roofing system.

As applicable, provide independently tested and rated roof systems, such as Florida Products Approvals, Factory Mutual (FM), Underwriters Laboratory (UL), and Single Ply Roofing Industry (SPRI).

1.6. ROOF SHOP DRAWINGS

Provide the following information as a minimum on roof shop drawings for each delivery order:

Roof Plan showing:

1. Existing roof deck type.

2. Existing roof pitch.

3. Proposed roof pitch, if different than existing.

4. Proposed roofing system including roof type, thickness of material, adhesive type/attachments/anchorages to existing structure with size and spacing requirements(matching design calculations)

5. Type, R-value, and thickness of insulation.

6. Location of all roof openings, roof access, existing mechanical equipment, plumbing accessories, gutters and downspouts, etc.

Include sizes and material types, as applicable.

Project specific Roof Details:

1. Custom details or standard construction details from NRCA

Construction Details, latest edition.

Details should include all information related to roofing system including, but not limited to: closures, terminations, transitions, corners, lap and joint conditions, materials interface, sealant requirements, all flashings, gutters/downspouts.

1.7. "AS-BUILT" DRAWINGS (RECORD DRAWINGS)

A. When available, maintain at the job-site two sets of full size contract drawings, marking in red to show all variations between the construction actually performed and the requirements indicated or specified in the contract documents, including buried or concealed construction.

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B. Where a choice of materials or methods is permitted or where variations in scope from that of the original contract are authorized, mark the drawings to define the construction actually performed.

C. Use standard drafting practices to represent such changes and include supplementary notes, legend, and detail as necessary to clearly portray the as-built construction.

D. Upon completion of the work, deliver to the Contracting Officer both sets of marked red-line drawings for approval and acceptance.

E. Provide one set of corrected as-built drawings on Mylar, and two computer disks including AutoCAD 2014 and PDF versions to contracting officer at project completion along with both sets of marked drawings.

1.8. REFERENCES

The publications listed below form a part of the Project Specifications and are a component to the requirements for the work contained in this Section.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-10 (2010) Minimum Design Loads for Buildings and

Other Structures

UNITED FACILITIES CRITERIA (UFC)

UFC 1-200-01 (2014) General Building Requirements UFC 3-110-03 (2014) Roofing UFC 3-600-01 (2013) Fire Protection Systems

1.9. COST ESTIMATING PER TASK ORDER

The Contractor shall create a spreadsheet for each task order based on each contract option years, or use other cost estimating software.

1.10. SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer (throughout this document, the term "Contracting Officer" means "Contracting Officer or his/her Representative:"

Fall-Protection Plan Accident Prevention Plan Site-specific Health and Safety Plan Lifting Operation Plan Utility Outage Requests Connection Requests Excavation Requests Welding Requests

SECTION 01 11 00 Page 7

Roof Shop Drawings Design Calculations

SD-06 Test Reports

Submit the following items to the Contracting Officer:

Investigation reports Daily checklist Daily logs reporting on the progress of daily activities or attesting that the work has been installed in accordance with the contract plans and specifications.

Frequency of these submittals will be as determined by the

Contracting Officer.

SD-07 Certificates

Welding Permits

1.11. SAFETY/ACCIDENT PREVENTION PLAN SUBMITTALS

Submit an Accident Prevention Plan in accordance with Section 01 35 26.

1.12. OSHA INPECTIONS:

The contractor shall be subject to no-notice inspections under Occupational Safety and Health Act (OSHA) Program by inspectors of the Department of Labor.

At a minimum, the contractor must be familiar and comply with general safety requirements IAW DOL regulations, OSHA 1926/1910, as well as applicable AFOSH standards and AFR's. These standards and AFR's are available in the AFDTC Safety Office, Building 104, phone 882-2758.

1.13. PRE-construction CONFERENCE

The contractor will be required to attend a pre-construction conference at AFTC/PZIOC, Building 260, Eglin Air Force Base, or at an alternate location chosen by the contracting officer.

1.14. NOTICE TO PROCEED:

The Contracting Officer will establish a required start and completion date for each delivery order under this contract. The Contracting Officer will issue a Notice to Proceed (NTP) to the contractor no later than 10 calendar days prior to the scheduled start date for each new construction project.

In the event a start time for roofing has been specified and the contractor does not start, the coordination cycle shall start over requiring the full 10 days before a new start will be allowed. Any Government expenses incurred setting up a false start by the contractor shall be annotated in their performance rating. Contractor delays in starting a project on time that is not the contractors fault will not be annotated as a deficiency.

1.15. WORK SCHEDULING

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Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project and all activities must be coordinated with the Contracting Officer once work has begun. Due to the critical nature of the work location all work pertaining to this contract must be completed without disrupting and/or minimal disruption to the operation of the occupied facilities.

It may become necessary from time to time for the Government to stop the contractor from working due to high priority or sensitive missions. The contractor will cease work as directed by the Contracting officer. The contractor may be required to repair or replace items within the scope of the contract to support the continued operation of the facility during this time as directed by the Contracting officer. For each calendar day and/or portion of a calendar day the contractor is removed from the job site, the contract schedule will be adjusted by one calendar day. When possible, the Government will provide 12 hour advance notification each time the work restrictions are invoked.

The roofing installation must be made watertight at the end of each day’s activity to prevent water infiltration into the completed roofing system installation. Complete all flashings and terminations as the roofing installation progresses. At the edge of the competed roofing system installation, extend the roofing membrane a minimum of 6” beyond the edge.

Seal the roofing membrane to the surrounding deck or substrate surface with hot asphalt or foam sealant. Remove all temporary night seal materials prior to continuing with the roof installation.

1.15.1. Regular Work Hours

Working hours normally range between the hours of 7:00 AM and 3:30 PM (0700- 1530) excluding Saturdays, Sundays and Federal Holidays. If work must be done during periods other than above, additional Government inspection and Range Support personnel may be required. See additional requirements in Section 1.13.2.

1.15.2. Work Outside Normal Duty Hours:

Notification must be given to the Contracting Officer ten (10) working days in advance of the Contractor’s intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. If inspections are required to be performed in excess of the normal duty hours/days solely for the Contractors need, the cost of the governments Civil Engineer’s inspection may be negotiated using overtime rates that will become incorporated into a delivery order modification making the applicable deduction from the total delivery order. Work beyond normal hours/days will be required for major utility outages or due to natural disasters and any required government inspections will not be an additional charge to the contractor.

No construction work is to take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal Christmas holiday and end the first work day after the Federal New Year Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer.

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1.15.3. Government Holidays:

The following is a list of Federal Holidays observed by all Federal Installations:

New Year's Day, January 1 Martin Luther King, Jr., 3rd Monday in January President Day, 3rd Monday in February Memorial Day, Last Monday in May Independence Day, July 4 Labor Day, 1st Monday in September Columbus Day, 2nd Monday in October Veterans Day, November 11 Thanksgiving Day, 4th Thursday in November Christmas Day, December 25

NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding Friday; holidays falling on a Sunday will be observed on the following Monday.

1.16. DELIVERY ORDERS:

Performance of service shall be accomplished by the contractor either by individual delivery orders or by projects against Blanket Delivery Orders and they will be issued by the Contracting Officer prior to the beginning of specified performance periods during the period of the contract. The contractor is not required to accept any project during any period which would cause that amount stated in applicable Blanket Delivery Order to be exceeded. Contractor invoices are required to be input per Section J Wide Area Workflow Instructions.

1.17. AUTHORIZED GOVERNMENT REPRESENTATIVE:

Personnel authorized to initiate projects for the government against Blanket Delivery Order will be specified on each order.

1.18. SPECIAL PROVISIONS FOR MEASUREMENTS:

A. Prior to the issuance of a "project", the Contracting Officer's representative and the contractor shall together measure each building/facility to determine the quantities of work involved in the Bid Schedule. After the quantities have been computed, they shall be placed on forms (which when executed by the Contracting Officer will constitute a "project" in accordance with the "Delivery Orders, and/or these Special Instructions) supplied for the various groups in the Bidding Schedule and total costs determined. This form will be signed by the Contracting Officer's representative and the contractor for measurement of work and signed by the Chief, Engineering Division, or his duly assigned representative for verification of the requirement for the work for each request. Three copies are required; one copy for the Contracting Officer, one copy for the contractor's use and one copy for contracts inspection. If the contractor refuses to take part in the measuring, the contractor will be required to accept the measurements made by the government.

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B. No work can be performed until a "project" is issued by the Contracting Officer, or his duly assigned representative.

C. In the event more than one building/facility is covered by a "project", separate measurements and total costs shall be made for each building/facility involved in the "project."

D. Materials found to be deteriorated after the original survey, including defective materials uncovered during construction, shall be promptly brought to the attention of the Contracting Officer. The Contracting Officer or the Contracting Officers Representative will be the determining authority as to how much, or what materials, will be replaced. Materials replaced by the contractor without prior approval will be at the Contractor’s expense.

1.19. INSPECTION AND ACCEPTANCE:

Inspections and final acceptance will be made on each separate building/facility as completed by the contractor with the following additional provisions:

A. The contractor shall give the Government a minimum of fourteen (14) days notice for all requested inspections. Inspections shall be staggered such that two inspections will not occur at the same time.

B. The contractor shall make sure that the work is ready for all inspection. The presence of an unreasonable number of deficiencies, as determined by the Contracting Officer's representative, may cause the inspection to be rescheduled.

1.20. CONTRACT PROGRESS REPORT

A. Contractor progress reports shall be made in a timely manner and in accordance with the contract documents.

B. Contractor shall use the Contract Progress Report form, AF IMT 3065.

C. Contractor shall submit a completed form to include only those items of work applicable to each project.

D. “Demobilize/Close-Out Documents” has been assigned a value of 2%. This amount will be withheld from final payment until such time as all project record documents (including "As-Built" drawings), warranties, maintenance service, etc., have been turned over to the government. The contractor and subcontractors are advised to prepare these documents as the work progresses and not wait until the end of the project. These documents must be turned over to the government prior to the final inspection.

1.21. CONTRACT PROGRESS SCHEDULE

The contractor must provide a copy of the Contract Progress Schedule for review by the Contracting Officer and the Construction Project Manager as required by the Contracting Officer. If disapproved, the contractor shall resubmit the revised Contract Progress Schedule within 2 days of the date of the disapproval. The Contract Progress Schedule must be approved within 10 days of the date of the disapproval. No construction work shall start

SECTION 01 11 00 Page 11 without an approved Contract Progress Schedule. Contract Progress Schedules are required for projects lasting 60 or more, reference contract clause FAR 52.236-15.

1.22. ALLOTTED WORK TIME:

The allotted work days for each project will be calculated in the following manner: Ten (10 consecutive working days (Mon, Tues, Wed, Thurs, and Fri) will be allowed for the first $5,000 of each project; one (1) additional day will be allowed for each additional $1,000.00 up to and including $50,000.00; one (1) additional workday will be allowed for each $5,000.00 (or any part thereof) thereafter. Working time on projects is independent of each other and may run concurrently. Working days are converted to calendar days (Mon – Sun) in the Period of Performance Schedule below.

When a project is issued it will specify a required start date and a required completion date computed in accordance the Period of Performance Schedule below. The contractor may start work at an earlier date and complete at an earlier date than specified provided he gives the Contracting Officer two (2) days advance notice in writing. This earlier start date must be approved by the Contracting Officer. If earlier start date is approved, the Contracting Officer will re-compute required completion date to comply with the allotted work time.

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1.22.1. Period of Performance Schedule:

DOLLAR AMOUNT

CALENDER

DAYS DOLLAR AMOUNT

CALENDER

DAYS DOLLAR AMOUNT

CALENDER

DAYS

1st $5,000 14 $55,000 78 $280,000 141

$6,000 15 $60,000 79 $285,000 142

$7,000 16 $65,000 80 $290,000 143

$8,000 17 $70,000 81 $295,000 144

$9,000 18 $75,000 84 $300,000 147

$10,000 21 $80,000 85 $305,000 148

$11,000 22 $85,000 86 $310,000 149

$12,000 23 $90,000 87 $315,000 150

$13,000 24 $95,000 88 $320,000 151

$14,000 25 $100,000 91 $325,000 154

$15,000 28 $105,000 92 $330,000 155

$16,000 29 $110,000 93 $335,000 156

$17,000 30 $115,000 94 $340,000 157

$18,000 31 $120,000 95 $345,000 158

$19,000 32 $125,000 98 $350,000 161

$20,000 35 $130,000 99 $355,000 162

$21,000 36 $135,000 100 $360,000 163

$22,000 37 $140,000 101 $365,000 164

$23,000 38 $145,000 102 $370,000 165

$24,000 39 $150,000 105 $375,000 168

$25,000 42 $155,000 106 $380,000 169

$26,000 43 $160,000 107 $385,000 170

$27,000 44 $165,000 108 $390,000 171

$28,000 45 $170,000 109 $395,000 172

$29,000 46 $175,000 112 $400,000 175

$30,000 49 $180,000 113 $405,000 176

$31,000 50 $185,000 114 $410,000 177

$32,000 51 $190,000 115 $415,000 178

$33,000 52 $195,000 116 $420,000 179

$34,000 53 $200,000 119 $425,000 182

$35,000 56 $205,000 120 $430,000 183

$36,000 57 $210,000 121 $435,000 184

$37,000 58 $215,000 122 $440,000 185

$38,000 59 $220,000 123 $445,000 186

$39,000 60 $225,000 126 $450,000 189

$40,000 63 $230,000 127 $455,000 190

$41,000 64 $235,000 128 $460,000 191

$42,000 65 $240,000 129 $465,000 192

$43,000 66 $245,000 130 $470,000 193

$44,000 67 $250,000 133 $475,000 196

$45,000 70 $255,000 134 $480,000 197

$46,000 71 $260,000 135 $485,000 198

$47,000 72 $265,000 136 $490,000 199

$48,000 73 $270,000 137 $495,000 200

$49,000 74 $275,000 140 $500,000 203

$50,000 77

SECTION 01 11 00 Page 13

Note: All orders having a Period of Performance that is in the time frame of the day before Christmas through the day before the first work day after the New Year Holiday requires compensation of each work day affected by the Christmas and New Year holidays.

1.23. MEASUREMENT AND PAYMENT:

Measurement shall be in accordance with unit as indicated in the Bid Schedule. Payment for work covered under these specifications applicable in the Bid Schedule shall be calculated on the basis of the unit price offered by the contractor and the proposed quantity. Unit prices in the schedule will include compensation for all labor, materials, services, and incidentals necessary to complete the assigned work applicable to this contract.

1.24. FIRE REGULATIONS:

The contractor will be required to comply with the fire protection requirements in the United Facilities Criteria (UFC) 3-600-01 governing Fire Protection Systems.

1.25. ESCORT IN RESTRICTED AREAS:

Each Contractor crew will be escorted for work in restricted areas. Escorts shall be scheduled by the Contractor through the Contracting Officer 15 days prior to starting work in restricted areas. Escort will be provided by the Government only during normal working hours, unless authorized by the Contracting Officer, such as for weekend work.

1.26. SEVERE WEATHER:

It is the responsibility of the contractor to be informed and to anticipate the onset of severe weather which could adversely affect his work.

Upon receipt of a severe weather warning, the contractor will take immediate action to tie down, remove, protect, or secure his materials and equipment in order to reasonably assure that Government property will not be damaged. If the Contractor fails or refuses to secure all work materials and equipment to the satisfaction of the Contracting Officer’s Representative, the work will be accomplished by Government personnel and the cost thereof charged to the Contractor.

1.27. EXISTING UTILITIES:

Record drawings showing existing utilities are located in Building 634, Eglin AFB. Contractor shall avail himself of the drawings. Any utility line shown on the record drawings (or made known to the contractor) and damaged during construction work will be repaired immediately by the contractor at no cost to the government.

1.28. PROJECT VERIFICATION:

The contractor shall visit the job site to verify location, conditions, and dimensions prior to starting work.

1.29. TOILET:

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Toilet facilities are not available for use by contractor personnel. The contractor shall provide portable toilet facilities.

1.30. STORM Water Pollution Prevention

The Contractor shall take positive action to prevent work-generated refuse from leaving the job site. The Contractor shall employ Best Management Practices (BMP) in the form of sand bags, silt fences and straw rolls when necessary and comply with Environmental Protection Agency (EPA) regulations for the National Pollution Discharge Elimination System (NPDES).

1.31. OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS/WORK PLAN

Building(s) will or will not be occupied during performance of work under this Contract. If occupied, Contractor shall post notifications detailing type of work being performed (i.e. Roofing Work Construction Area, Material Storage Area) in a prominent location in the work area.

The contractor shall notify the Contracting Officer of intent to start a minimum of 24 hours prior to time work is to commence in any specific assigned area. Before work is started or the notice to proceed is issued, the Contractor is to submit a Work Plan to the Contracting Officer or Contracting Officers Representative for approval. The plan must include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of personnel and vehicle approaches to the facility, corridors, hallways, and stairways. The Work Plan will entail a sketch of work area and/or a written description of the Work Plan. A plan is required whether the building is occupied or not.

1.31.1. Facility Contents

1.31.1.1. Responsibilities

Closely coordinate the schedule of work with the Contracting Officer.

Unless otherwise stated, remove all piping, equipment, cable, conduit, lighting, miscellaneous supports, etc., as required to perform the work.

Any movable or fixed lighting, miscellaneous supports, equipment, piping, etc., remaining in the work area must be covered and protected from damage.

Store and protect all relocated items from damage throughout the construction period. After completion of work and prior to final acceptance, replace removed items in their original location. If materials are damaged in improper removal, the contractor is required to replace the material at their own expense.

Typical demolition of systems must not start until replacement equipment/materials are on site. Not all roofing systems will require “all” replacement equipment/materials on site prior to starting work, i.e.

lightning protection.

1.31.1.2. Damage To Existing Equipment

At the sole discretion of the Contracting Officer and/or Project architect/engineer, the Contractor is to repair and/or replace any damage to adjacent and/or existing materials, equipment or systems which has occurred from activities or neglect by the Contractor at no cost to the Federal Government.

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1.31.1.3. New Material and Construction Equipment

Only materials and construction equipment designated for performance of contract work are to be stored at the construction site or located in Government-controlled warehouses or shop facilities.

1.31.2. Construction Area Access And Control

1.31.2.1. Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.31.3. Vehicle Parking

1.31.3.1. Requirements

Job and support vehicles for workers must be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor is responsible for repairing or replacing any facility/grounds damaged areas, unless notified otherwise by the Contracting Officer.

1.32. SEPARATE CONTRACTS:

The Government reserves the right to award separate contract or contracts for work other than work covered by this contract, or to perform repairs or construction with indigenous forces. Such work will be programmed by the Contracting Officer in such a manner and sequence that work under this contract can proceed with a minimum of interference and inconvenience to the Government and the contractors. The Government reserves the right to perform repairs or construction with indigenous forces whether covered by this project or not.

1.33. TRAFFIC LAWS:

Employees are cautioned to obey all speed laws, parking regulations and traffic control devices. Failure to do so can result in loss of driving privileges and debarment. Privately owned contractor vehicles are prohibited from driving on the flight line, taxiways and aircraft parking areas, except when specific permission has been granted by Base Operations.

Flight line work requires an A Class driver’s license. In addition, seat belt usage is mandatory on Base and hand held cell phone usage while driving is strictly prohibited.

1.34. HEALTH AND SAFETY:

1.34.1. Health and Safety Plan:

The Contractor shall prepare, maintain, implement, and comply with Air Force, OSHA, EPA, state and local health and safety regulations regarding the proposed work effort. To the extent practical, the Contractor shall tailor existing corporate Health and Safety Plans (HSP’s) to the current effort and shall use EPA guidelines for designating the appropriate levels of protection at the sites.

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1.34.2. Accidents and Medical Information:

In the case of an emergency, call 911 and tell the operator the location of the emergency is on Eglin AFB.

Accidents involving injuries to Air Force personnel or damage to government property involving the contractor may be reportable USAF mishaps and must be reported to the Contracting Officer and the Ground Safety Office (AAC/SEG), phone 882-1582.

The Contractor is responsible for reporting all accidents incidental to the Contractor's operation to the Contracting Officer. Notification is to occur on the same day of the mishap or accident takes place with any employee or subcontractor working under the contract.

The name of the Contractor’s physician(s) and preferred hospital (for use in the event of industrial injury of employees) shall be posted by the Contractor at the site of the work in a prominent place where it can easily be seen by the workers. This information shall also be furnished to the Director of Base Medical Services, 96 MDG/SG.

1.35. STORAGE, TRANSPORTATION AND PROTECTION

1.35.1. Storage

Notwithstanding Contract Clause, FAR 52.236-10, Operations and Storage Areas, subject to approval by the Contracting Officer and in turn, availability and need, a storage/staging area shall be provided at the subject project site. Contractor may be assigned a storage area upon written request to the Contracting Officer. Contractor's request must indicate dimensions of container, trailer, size of storage area, and utilities required. All trailers and containers are to be in good physical and safe condition with locations compliant to NFPA 241.

Contractor is responsible for contacting the local phone company to request a telephone number and line for their office trailer.

Contractor is responsible for the storage and protection of all his materials and equipment, whether incorporated into the job or not.

1.35.2. Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with project requirements, proper quantities, and are undamaged. Protect products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

1.35.3. Hazardous Materials

Hazardous Materials and petroleum product containers must be stored on an impervious surface with secondary containment. Incompatible materials must be segregated and have separate containment systems. Additional HAZMAT requirements are provided in Section 01 57 20 "ENVIRONMENTAL PROTECTION".

Submit a complete list of Hazardous Materials (including all paint) which are used to perform the work. The Contractor shall submit their list of

SECTION 01 11 00 Page 17 hazardous materials either before commencing the work on any delivery order, or after the contract is awarded, prior to any work beginning.

1.35.4. Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations must be protected against damage. The Contractor must comply with COE EM-385-1-1 and is required to protect areas adjacent to the construction site.

1.36. PROTECTION OF WORK

Prior to performing any construction or demolition work notify the Contracting Officer, fourteen (14) days prior to the start of work, to enable the Contracting Officer or Ground Safety Office (AAC/SEG) to review the protective measures being taken to prevent hazards to employees and possible damage to adjacent structures and/or finishes or materials.

Store and protect products in accordance with manufacturer's instructions.

Store products with seals and labels intact and legible. Store sensitive products in weather tight, climate controlled enclosures in an environment favorable to the product. Products acceptable for exterior storage must be on sloped supports above ground.

Provide and install temporary dust suppression measures as required for the work being performed at the building site. If interior leaking occurs, the government property must be protected from water damage.

1.37. GOVERNMENT-FURNISHED MATERIALS - None

1.38. ON-SITE PERMITS

1.38.1. Utility Outage Requests and Connection Requests

Schedule work to hold outages to a minimum.

Utility Outages and Connection Requests required during the execution of work that affect existing systems must be arranged at the convenience of the Government which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

Each Utility Outage and Connection Requests must state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.38.1.1. Requirements

A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, etc.) must be submitted to the Contracting Officer at least fourteen (14) calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization must be carefully observed. Final verbal coordination must be made four (4) hours prior to the outage by calling the Contracting Officer. A utilities outage without prior approval and coordination is prohibited.

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Since many systems are critical to facility operations, the number and duration of utility outages must be limited to a four (4) hours maximum at any one time, unless otherwise approved by the Contracting Officer due to unusual circumstances. Coordinate all work efforts with sufficient manpower, materials, and equipment to complete the work within the authorized outage window.

Existing utility services may be interrupted only when approved by the Contracting Officer. Schedule the interruption at a time of minimum demand on the utility, which is convenient to the Government. Perform all outages on weekends, holidays, or evenings at no additional cost to the Government.

The Contractor is to make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation. All temporary utility hook-ups and disconnects are to be made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

Government ‘may’ deduct liquidated damages (LD’s) for a contractor’s non-performance in a scheduled power outage. However, any additional charges not listed in the LD’s have to be based on the government’s actual expenses.

1.38.2. Work Clearance Request

All construction work requires a Work Clearance Request, AF Form 103. This permit is processed by the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities. The normal processing time for a work clearance request is 10 working days.

Obtain (from the 96 CEG Construction Representative), prepare, and properly complete AF Form 103. Provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. The 96 CEG Construction Representative must be the first and the last to coordinate on the AF Form 103.

1.38.3. Excavation, Brush/Tree Clearing And Welding Permits

Submit Excavation Requests, Brush/Tree Clearing Requests, and Welding Requests to the Contracting Officer. Permits must be obtained by the Contractor, within fourteen (14) calendar days, for Submittal to the

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

1.39. SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.39.1. Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Perform removal operations in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to

SECTION 01 11 00 Page 19 removal or demolition operations to match adjacent, existing surfaces.

Repair any damages incurred during removal operations at no additional cost to the Government.

1.39.2. Housekeeping

Provide sufficient personnel, labor, and equipment to ensure compliance with all housekeeping requirements. Job sites are to be kept clean on an ongoing, daily basis. All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.39.3. Salvage of Material And Equipment

All salvageable materials or items to be removed must remain the property of the Federal Government. Salvageable items will be indicated for each facility in the construction documents and/or drawings. Salvageable items must be transported to and deposited at the Defense Reutilization and Marketing Office (DRMO) at Eglin Air Force Base. The DMRO is located at Building 535 and their hours of operation at Mon – Friday, 0800 – 1530.

Salvageable material must be segregated and separated into categories before transport. All salvageable items delivered to DRMO must be accompanied by a properly prepared DD Form 1348. This form will be furnished by the Contracting Officer. Furnish a signed copy by DRMO reflecting the turn in materials to the Contracting Officer.

Maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor is responsible for storage and protection of salvaged materials and equipment until disposition by the

Material to be salvaged and re-installed by the Contractor must be protected during removal and stored to prevent damage.

For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer has sole discretion as to determining whether any particular item is salvageable.

1.39.4. Waste Disposal

Remove non-salvageable material and debris from work area and dispose of daily unless a dumpster/container is on the project site.

The Contractor shall satisfy the following requirements for the transportation of waste materials off site:

a. The Contractor shall inspect all vehicles prior to their leaving the project site to ensure environmental compliance.

b. The Contractor shall deliver site material only to the approved disposal facilities on the shipping manifest.

c. The Contractor shall be responsible for any and all actions necessary to remedy situations involving material spilled.

d. Site material will be stored and transported in bulk containers.

e. Prior to leaving the site, a load inspection will be conducted by the Contracting Officer or representative. The Contractor shall submit the following:

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1. A complete and accurate manifest, signed by the Eglin Hazardous Waste Program Manager.

2. Utilization of the proper DOT-approved shipping container.

3. Proper labeling in accordance with DOT regulations.

4. Bill of Lading traceable to the manifest when required.

5. Validation that all waste shipment containers are in sound condition and are not leaking.

6. Validation that a certificate of insurance is in force.

Refer to Section 01 57 20 "ENVIRONMENTAL PROTECTION" for further waste disposal and record keeping requirements.

1.39.5. Cleanup

Remove all waste materials, except indicated salvaged items, generated by the construction from U.S. Government property at the end of each work day and deposited. Disposal must be in accordance with federal, state, county and city ordinances and at the expense of the Contractor.

Upon completion of the construction each day, leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

Remove bonding adhesive, bituminous markings and other contaminants from finished surfaces. In areas where finished surfaces are soiled with asphalt or any other source of soiling caused by work of this or other sections, consult manufacturer of surfaces for cleaning advice and conform to those instructions.

1.40. COMMUNICATION SECURITY

Government telecommunications networks are continually subject to interception by hostile/unfriendly intelligent organizations. Therefore, the DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls from, or terminating at, DOD organizations.

The Contractor shall assume the responsibility for ensuring frequent dissemination of this information to all employees dealing with official DOD information.

1.41. DETERIORATED CONSTRUCTION AND FINISH

The Contracting Officer's representative will be the governing authority in…