Complete_Specifications_Part_2.pdf

SELFRIDGE ANGB, MICHIGAN

01 57 19 4 ENVIRONMENTAL PROTECTION

3.3 POLYCHLORINATED BIPHENYL’S (PCBs)

A. PCBs will not be used or included in this project.

B. Transformers onsite shall be tested for PCBs prior to removal and analytical results will be supplied to the Installation environmental management office. Transformers shall be removed and disposed of IAW applicable environmental regulations.

3.4 LEAD BASED PAINT

A. Lead based paint will not be included in this project.

3.5 OZONE-DEPLETING SUBSTANCES

A. “Class I Substance”, as used in this clause, means any substance designated as Class I by the Environmental Protection Agency (EPA) (40 CFR Part 82), including, but not limited to, chlorofluorocarbons, halons, carbon tetrachloride, and methyl chloroform.

B. “Class II Substance”, as used in this clause, means any substance designated as Class II by EPA (40 CFR Part 82), including, but not limited to, hydrochlorofluorocarbons.

C. As required by 42 USC 767j(b),c and (d) and 40 CFR Part 82, Subpart E, the Contractor shall label products which contain Class I or Class II ozone-depleting substances or are manufactured with a process that uses Class I or Class II ozone-depleting substances, or containers of Class I or Class II ozone-depleting substances, as follows:

1. “WARNING: Contains (or manufactured with, if applicable) ______*_______, (a) substance(s) which harm(s) public health and the environment by destroying ozone in the upper atmosphere.”

*The Contractor shall insert the name of the substance(s).

D. The Contractor shall comply with the applicable requirements of Section 608 and 609 of the Clean Air Act (42 USC 7571g, National Recycling and Emission Reduction Program and 7671h, Servicing of Motor Vehicle Air Conditioners) as each or both apply to the contract.

3.6 PESTICIDES

A. Except as may be specified elsewhere in this contract, Contractor will not use or apply pesticides (such as herbicides or weed-killers, insecticides, or rodenticides) without the specific written approval of the Installation’s 127WG/CEOP pest management office.

3.7 GENERAL WORK PRACTICE: SITE DISTURBANCE DURING CONSTRUCTION

ACTIVITIES

A. Contractor shall use industry-recognized best management practices to avoid creation of fugitive dust emissions and to avoid and control storm water runoff from the construction site and any temporary roads that may be used for access to it.

01 57 19 5 ENVIRONMENTAL PROTECTION

B. Water sprinkling may be used to control dust.

C. Contractor shall perform all work under this contract in such a manner that no soils or pollutants of any kind are released into ditches, storm drains, streams, lakes, or other surface waters of the site.

3.8 PROTECTION OF WATER RESOURCES

A. General: The General Contractor shall not pollute storm drainage, streams, lakes, or reservoirs with fuels, oils, bitumens, calcium chloride, acids, construction wastes or other harmful materials or pollutants. It is the responsibility of the General Contractor to comply with all applicable federal, state, municipal, and Installation regulations.

B. Spillage: The General Contractor shall take special measures to prevent chemicals, fuels, oils, greases, bituminous materials, waste washings, herbicides, cement, and surface drainage from entering public waters. In the event of a spill, the Installation Fire Department and Environmental Office shall be notified immediately, as well as the Contracting Officer’s Representative.

C. Washing and Curing Water: Water used in aggregate processing, concrete curing, foundation, and concrete lift clean-up and other waste water shall not be allowed to enter the storm drainage system.

D. Tank Requirements: Any tank, drum or other container with a capacity of 55 or more gallons of fuels, oils or other petroleum-based products (excepting tanks integrated into the propulsion of a vehicle) must have secondary containment capable of holding 110% of the volume of the container. In addition, the container and associated secondary containment must be inspected monthly using the supplemental form (Attachment for the duration the container is on the construction site. These inspection forms must be available to environmental inspectors, and must be submitted to the Government at the end of the project.

3.9 PROTECTION OF LAND RESOURCES

A. General: It is intended that the land resources within the project boundaries and outside the limits of permanent work performed under this contract be preserved in their present condition or be restored to a condition after completion of construction that will appear to the natural and not detract from the appearance of the project. The General Contractor shall limit his construction activities to areas defined by the Drawings or Specifications.

B. Prevention of Landscape Defacement: Except in areas marked on the plans to be cleared, the General Contractor shall not deface, remove, cut, injure or destroy trees or shrubs without specific written authority. Trees designated to be saved shall be protected from either excavation or filling within the root zone. No ropes, cables, or guys shall be fastened or attached to any existing trees for anchorage unless specifically authorized by the Contracting Officer.

The General Contractor shall in any event be responsible for any damage resulting from such use.

C. Restoration of Landscape Damage: Any trees or other landscape features scarred or damaged by the General Contractor’s equipment or operations shall be restored as nearly as possible to the

01 57 19 6 ENVIRONMENTAL PROTECTION

original condition at the General Contractor’s expense. The Contracting Officer will decide what method of restoration shall be used, and whether damaged trees shall be treated and healed or removed and disposed of under requirements of Section 31 10 00, Site Clearing. All scars made on trees not designated on the plans to be removed by equipment construction operations, or by the removal of limbs larger than 1-inch in diameter shall be coated immediately with an approved tree wound dressing. All trimming or pruning shall be performed in an approved manner by experienced landscape personnel. Tree trimming with axes shall not be permitted.

Trees that are to remain, either within or outside established clearing limits, that are subsequently damaged by the General Contractor and are beyond saving in the opinion of the Contracting Officer, shall be immediately removed and replaced with a nursery-grown tree of the same species.

3.10 POLLUTION PREVENTION

A. The Contractor should use prior planning to find those materials that will minimize the creation of waste in general and hazardous waste in particular.

3.11 WASTE DISPOSAL FOR CONTRACTS TO BE PERFORMED ON SANG PROPERTY OR

OTHER GOVERNMENT FACILITY

A. All non-hazardous wastes generated on the facility as a result of this contract must be disposed of properly. Prior to creation of such wastes, the Contractor shall submit to the Installation environmental management function, through the Contracting Officer, a plan for disposal of wastes. Such plan shall include the types of waste to be created, how they shall be stored, managed and disposed. Contractor shall follow this plan once it has been approved by the Contracting Officer. Such wastes shall not be created until approved by the Contracting Officer.

No landfill of construction debris or other solid waste is permitted onsite. Contractor shall track and report to the Contracting Officer volume of solid waste disposal and recycling and costs incurred or funds received by quarter, minimum 50 percent diversion required.

3.12 UNEXPECTED SITE CONDITIONS

A. Contaminated Soil or Groundwater: Contractor or Subcontractor personnel may encounter soil or groundwater that is suspected to be contaminated, either because of odors, colors, free liquids, or other suspicious conditions. Should this occur, Contractor will immediately notify the base environmental office and the Contracting Officer’s Representative, and take necessary initial measures to protect workers, the site, and other personnel. Refer to Section 02 61 00, Removal and Disposal of Contaminated Soil, for additional requirements for contaminated soil and groundwater.

B. Unexploded Munitions: No munitions or munitions-related materials are known or expected to be present on site. However, should suspected munitions-type material be encountered, Contractor should immediately notify the Installation environmental office and the Contracting Officer’s Representative and receive advice before disturbing the questionable material.

C. Unexpected Artifacts or Relics:

01 57 19 7 ENVIRONMENTAL PROTECTION

1. Should Contractor’s employees in the course of site preparation or other work on this contract find unexpected historic or archeological remains, such as bones, arrow points, pottery remnants, foundations, or other evidence of previous uses of the site, Contractor will cease further site-disturbing activity and immediately notify the Installation environmental office and the Contracting Officer’s Representative.

2. Site work shall not begin prior to archeological survey being accomplished and approved by State Historical Preservation Office.

3.13 SUPPLEMENTS

A. The supplement listed below, following “End of Section,” are a part of this Specification:

1. Monthly Tank Inspection Form.

END OF SECTION 01 57 19

B-6

FORM 6 — CONTAINER

INSPECTION CHECKLIST

Instructions: Complete routine external visual inspection of ASTs (i.e., typically consumptive-use tanks), diesel fueled electrical generators, pad-mounted electrical transformers, and used cooking oil containers.

Notify the SPCC Plan Lead, 127 WG SANGB Environmental Manager, immediately if any significant deficiencies are identified.

Industry Standard Consideration: STI SP001-04 (for shop-fabricated ASTs) and IEEE 62 (for transformers)

Frequency: Other than pad-mounted transformers - monthly; pad-mounted transformers – annually

Site/Date: Inspector:

YES NO NA CAR Comments

STRUCTURAL INTEGRITY

Surface free of leaks?

Valves and gaskets free of leaks?

Condition sound (no corrosion, pitting, distortions)?

Bolts, rivets, welds, and seams intact/sound?

Supports and foundation intact/sound?

Level gauges and alarms working?

Vents unobstructed and clean?

Presence of water in primary tank?

Grounding system functional?

Cathodic protection system functional?

ATTACHED PIPING

Surface free of leaks?

Valves and fittings free of leaks?

Piping adequately supported?

Pipes and supports free of corrosion?

Buried pipes exposed?

Out-of-service pipes capped?

Signs/barriers present near aboveground piping?

Localized cover/vegetation free of stain/distress?

SECONDARY CONTAINMENT

Drainage valves closed and locked?

Drainage valves free of leaks?

Containment area free of drainable water?

Standing water free of product/sheen?

Debris absent?

Containment structure intact/sound?

Water able to drain away from tank?

Presence of water/fuel in interstice (DW AST?)

Interstice leak detection operable (DW AST?)

SECURITY

Unit locked?

Gates/fences intact/sound?

Gates/fences locked?

Starter controls locked?

Lighting adequate?

NNotes:

AST aboveground storage tank NA Not applicable CAR corrective action required STI Steel Tank Institute DW double-walled IEEE Institute of Electrical and Electronics Engineers

01 60 00 1 MATERIAL AND EQUIPMENT

SECTION 01 60 00 - MATERIAL AND EQUIPMENT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Products.

B. Transportation and handling.

C. Storage and protection.

D. Product options.

E. Substitutions.

1.2 RELATED SECTIONS

A. Section 01 00 00, Requirements of Selfridge Air National Guard Base.

B. Section 01 40 00, Quality Requirements: Product quality monitoring.

1.3 PRODUCTS

A. Do not use materials and equipment removed from existing Government premises, except as specifically permitted or directed by the Contract Documents.

1.4 TRANSPORTATION AND HANDLING

A. Transport and handle Products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to ensure that Products comply with requirements, quantities are correct, and Products are undamaged.

C. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage.

1.5 STORAGE AND PROTECTION

A. Store and protect Products in accordance with manufacturers' instructions.

B. Store with seals and labels intact and legible.

01 60 00 2 MATERIAL AND EQUIPMENT

C. Store sensitive Products in weather tight, climate controlled, enclosures in an environment favorable to Product.

D. For exterior storage of fabricated Products, place on sloped supports above ground.

E. Provide bonded offsite storage and protection when site does not permit onsite storage or protection.

F. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of Products.

G. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

H. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of Products to permit access for inspection. Periodically inspect to verify Products are undamaged and are maintained in acceptable condition.

J. Pipe and conduit stored on site shall be stored in racks or blocked to prevent rolling.

END OF SECTION 01 60 00

01 62 35 1 RECYCLED/RECOVERED/BIOBASED

SECTION 01 62 35 – RECYCLED/RECOVERED/BIOBASED MATERIALS

PART 1 - GENERAL

1.1 REFERENCES

A. The Resource Conservation and Recovery Act (RCRA), Section 6002 (42 U.S.C. 6962).

B. Executive Order (EO) 13514, Federal Leadership in Environmental, Energy and Economic Performance.

C. Title 40, Code of Federal Regulations (CFR), Part 247, Comprehensive Procurement Guideline for Products containing Recovered Material.

D. Farm Security and Rural Investment Act of 2002 (FSRIA), Section 9002.

E. Federal Acquisition Regulations (FAR).

1.2 OBJECTIVES

Government procurement policy is to acquire, in a cost effective manner, items containing the highest percentage of recycled, recovered and biobased materials practicable consistent with maintaining a satisfactory level of competition without adversely affecting performance requirements or exposing suppliers' employees to undue hazards from the recovered materials. The Environmental Protection Agency (EPA) and the United States Department of Agriculture (USDA) has designated certain items which must contain a specified percent range of recovered or recycled materials. EPA and USDA designated products specified in this contract comply with the stated policy and with the EPA and USDA guidelines. Make all reasonable efforts to use recycled, recovered and biobased materials in providing the EPA and USDA designated products and in otherwise utilizing recycled, recovered and biobased materials in the execution of the work.

1.3 SUBMITTALS

A. The following shall be submitted in accordance with Section 01 33 00, Submittals:

1. Product Certificates. The Contractor shall submit documentation certifying that products meet or exceed the specified requirements.

2. Green Procurement Reporting Form. The Contractor shall submit the completed Green Procurement Reporting Form documenting the appropriate products used, their recycled or biobased content OR the exemption for not using recycled or biobased content products.

01 62 35 2 RECYCLED/RECOVERED/BIOBASED

1.4 U.S. EPA DESIGNATED ITEMS

The U.S. EPA-designated product divisions and items, as well as an interactive vendor guide, can be found at: http://www.epa.gov/cpg/products.htm. Not all of these materials may be required in the construction of this project. Please refer to the Drawings and Specifications. The attached Green Procurement Reporting Form shall be used to demonstrate compliance with the procurement requirements.

1.5 BIOPREFERRED

Utilize products and material made from biobased materials to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conform to applicable specifications and standards.

Biobased products that are designated for preferred procurement under USDA’s BioPreferred program must meet the required minimum biobased content. Refer to http://www.biopreferred.gov/ProductCategories.aspx for the product categories and http://www.biopreferred.gov/bioPreferredCatalog/faces/jsp/catalogLanding.jsp for the BioPreferred Catalog. Submit data for the biobased products to include biobased content and source of biobased material; indicating the name of the manufacturer, cost of each material, and the intended use of each of the materials that are to be used in carrying out the requirements of the contract.

1.6 EXEMPTIONS

A. The EPA/USDA recommended minimum recycled/biobased content levels are mandatory for procurements of those items listed in the Green Procurement Reporting Form, unless one of the following exemptions applies:

1. The product is not available from a sufficient number of sources to maintain a satisfactory level of competition (i.e., available from two or more sources).

2. The product is not available within a reasonable period of time.

3. The product does not meet the performance standards in applicable specifications or fails to meet reasonable performance standards of the procuring agency.

4. The product is not available at a reasonable price. For Air Force purposes, "unreasonable price" is defined as follows:

a. If the price of the recycled-content/biobased product exceeds the cost of a similar non-recycled/non-biobased item, then the price is considered unreasonable.

B. Contractor Responsibility: The Contractor is responsible for completion of the form with respect to the work and products being provided. The Prime Contractor is responsible for ensuring all Subcontractors comply with this order. Each Contractor shall provide written documentation to support his/her decision not to acquire items meeting the minimum content levels. This documentation shall be forwarded to the Contracting Officer for review and approval. In the event the documentation fails to support the Contractor's findings, the Contracting Officer's Representative shall return the documentation to the Contractor citing the reason(s) for disapproval. The Contractor shall resubmit and address the deficiencies. The

01 62 35 3 RECYCLED/RECOVERED/BIOBASED

Contractor is cautioned not to proceed with acquiring noncompliant materials until the Contracting Officer’s approval is received.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

3.1 SUPPLEMENTS

A. The supplements listed below, following “End of Section,” are a part of this Specification:

1. Green Procurement Reporting Form.

END OF SECTION 01 62 35

01 62 35 SUPPLEMENT 1 RECYCLED/RECOVERED/BIOBASED

GREEN PROCUREMENT REPORTING FORM

PROJECT NUMBER ___________________________________________

PROJECT MANAGER ___________________________________________

PROJECT INSPECTOR ___________________________________________

CONTRACTOR ___________________________________________

This form is to be completed by the contractor and submitted to the Contracting Officer.

RECYCLED OR RECOVERED

PRODUCT

TOTAL RECOVERED

MATERIALS

CONTENT (RMC) (%)

ACTUAL

RMC (%)

QUANTITY

USED/UI

EXEMPTED

1,2,3,4

Rock Wool Insulation 75 Fiberglass Insulation 20-25 Cellulose loose fill/Spray-on Insulation 75 Perlite Composition Board Insulation 23 Plastic Rigid Foam Insulation 9 Plastic Foam In Place Insulation 5 Plastic Foam, Glass Fiber Reinforced Insulation 6 Phenolic Rigid Foam Insulation 5 Structural Fiber Board 80-100 Laminated Paper Board 100 Cement/Concrete (FLYASH) SEE SPEC High Fly Ash Flowable Fills 95 Low Fly Ash Content Flowable Fill 6-14 Carpet (PET) 25-100 Bonded polyurethane Carpet Cushion 15-50 Jute Carpet Cushion 40 Synthetic fibers Carpet Cushion 100 Rubber Carpet Cushion 60-90 Rubber Plastic Patio Blocks 90-100 Rubber or Plastic Floor Tile 90-100 Steel Restroom Divider/Partition 16 Plastic Restroom Divider/Partition 20-100 Concrete Railroad Crossing 15-20 Rubber Railroad Crossing 85-95 Steel Railroad Crossing 25-30 BOF/100 EAF Traffic cones made from PVC, LDPE, crumb rubber 50-100 Traffic Barricades (Type I and II only) made from HDPE, LDPE, PET, steel, fiberglass

Channelizers, Plastic 25-95 Channelizers, rubber base 100 Delineators, plastic 25-90 Delineators, rubber base 100 Delineators, steel base 25-50 Flexible plastic delineators 25-85 Parking Stops, Plastic or Rubber 100 Parking Stops, Concrete containing coal fly ash 20-40 Parking Stops, Concrete containing Ground- Granulated Blast Furnace Slag

25-70

Playground Surfaces, including rubber or plastic 90-100 Plastic Fencing for use to control snow, drifting sand, or as a safety barrier

90-100

Running Tracks. Including rubber or plastic 90-100

01 62 35 SUPPLEMENT 2 RECYCLED/RECOVERED/BIOBASED

Plastic Park benches and Picnic Tables 100 Plastic composite Park benches and Picnic Tables 100 Aluminum Park benches and Picnic Tables 25 Concrete Park benches and Picnic Tables 15-40 Steel Park benches and Picnic Tables 25-30 BOF/100 EAF Plastics Playground Equipment 100 Plastic Composites Playground Equipment 95-100 Steel Playground Equipment 25-30 BOF/100 EAF Aluminum Playground Equipment 25 Garden hose, rubber or plastic 60-65 post-consumer materials

Soaker hose, rubber or plastic 60-70 post-consumer materials

Lawn/garden edging, plastic or rubber 30-100 Paper-based hydraulic mulch 100 Wood-based hydraulic mulch 100 Compost Purchase or use compost made from yard trimmings, leaves, grass clippings, and food waste

HDPE lumber timbers and posts 75-100 Mixed plastics/Sawdust lumber timbers and posts 100 HDPE/Fiberglass lumber timbers and posts 95 Other mixed resins lumber timbers and posts 95-100 Latex Paint; white, off-white or pastel colors 20 Latex Paint; gray, brown, earth-tones, other dark colors

50-99

Consolidated Latex Paint (when color and performance don’t matter).

Plastic Non-road Signs 80-100 Aluminum Signs 25 Plastic Sign Posts and Supports 80-100 Steel Sign Posts and Supports 25-30 BOF/100 EAF Awards and Plaques Glass 75-100

Wood 100 Paper 40-100 Plastic and Plastic/ Wood Composite

50-100

Cement ASTM C 595, “Standard Specification for Blended Hydraulic Cements” ASTM C 150, “Standard Specification for Portland Cement” AASHTO M 240, “Blended Hydraulic Cements”

Concrete ASTM C 618, “Standard Specification for Fly-Ash and Raw or Calcined Natural Pozzolans For Use as a Mineral Admixture in Portland Cement Concrete” ASTM C 311, “Standard Methods of Sampling and Testing Fly-Ash and Natural Pozzolans for Use as a Mineral Admixture in Portland Concrete Cement” ASTM C 989, “Ground-Granulated Blast Furnace Slag for Use in Concrete Mortars” AASHTO M 302, “Ground-Granulated Blast Furnace Slag for Use in Concrete and Mortars” American Concrete Institute Standard Practice ACI 226.R1, “Ground-Granulated Blast Furnace Slag as a Cementitious Constituent in Concrete”

01 62 35 SUPPLEMENT 3 RECYCLED/RECOVERED/BIOBASED

BIOBASED

PRODUCT

MINIMUM

BIOBASED

CONTENT (MBC)

ACTUAL MBC

QUANTITY

USED/UI

EXEMPTED

1,2,3,4

Adhesive and Mastic Removers 58 Asphalt and Tar Removers 80 Asphalt Restorers 68 Carpets 7 Composite Panels – Acoustical 37 Composite Panels – Countertops and Solid Surface Products

Composite Panels – Interior Panels 55 Composite Panels – Plastic Lumber 23 Composite Panels – Structural Interior Panels 89 Composite Panels – Structural Wall Panels 94 Concrete and Asphalt Cleaners 70 Concrete and Asphalt Release Fluids 87 Erosion Control Materials 77 Floor Coverings (Non-Carpet) 91 Interior Paints and Coatings – Latex and Waterborne Alkyd

Interior Paints and Coatings – Oil-based and Solventborne Alkyd

Paint Removers 41 Plastic Insulating Foam 7 Roof Coatings 20 Wastewater Systems Coatings 47 Wood and Concrete Sealers – Membrane Concrete Sealers

Wood and Concrete Sealers – Penetrating Liquids 79 Wood and Concrete Stains 39

The following exemptions may apply to the non-procurement of recycled/recovered content and/or bio-based materials, and should be entered if necessary in column 5:

1) The product does not meet appropriate performance standards

2) The product is not available within a reasonable time frame

3) The product is not available competitively (from two or more sources)

4) The product is only available at an unreasonable price (compared with a comparable non-recycled/non-bio-based content product.)

CERTIFICATION

I hereby certify the requisition/procurement of all materials listed on this form complies with EPA and USDA standards for recycled/recovered materials and/or bio-based content.

Contractor (Signature) Date

01 64 00 1 SANG FURNISHED/CONTRACTOR

INSTALLED EQUIPMENT

SECTION 01 64 00 - SANG FURNISHED/CONTRACTOR INSTALLED EQUIPMENT

1.1 SANG FURNISHED/CONTRACTOR INSTALLED EQUIPMENT (GF/CI)

A. SANG furnished/Contractor installed equipment shall be handled in accordance with the clause entitled "SANG Furnished Property."

B. SANG Furnished Equipment: SANG will furnish the equipment indicated for installation by the Contractor, as follows:

C. SANG Furnished (Relocated)/Contractor Installed Items: As indicated on the Drawings.

D. Contractor's Duties:

1. Designate required delivery date for each product in Progress Schedule.

2. Notify the Contracting Officer in writing at least 72 business hours in advance of the date that SANG furnished equipment and furnishings will be needed.

3. Shop Drawings indicating dimensional locations of all plumbing and electrical rough-ins will be furnished by SANG.

4. The equipment will be received at the jobsite by a representative of SANG who will jointly, with the Contractor, verify condition and quantities. The representative will then effect receipted transfer of custody of the equipment to the Contractor.

5. Unload, handle, store (onsite), protect, uncrate, assemble, install, set in final position, align, join, level, and make all utility connections to all items of equipment. Installation shall be performed in accordance with the specifications, equipment plans, and schedules shown on the Drawings and the rough-in Drawings provided by SANG.

6. Construct all openings, furnish and install required sleeves and furnish and install all reinforcing, miscellaneous supports, angles, plates, anchors, and bolts necessary to secure SANG furnished equipment in place.

7. Repair or replace items damaged as a result of Contractor's operations.

8. Apply finish indicated, if any.

9. The installation shall be complete in all respects, including mechanical and electrical hook ups, and put into good operating condition.

E. SANG Duties:

1. Deliver all SANG furnished items to the jobsite.

2. Schedule delivery date with Supplier in accordance with Progress Chart.

3. Provide Contractor with installation Drawings and instructions.

4. Provide Contractor with Shop Drawings indicating dimensional locations of all plumbing and electrical rough-ins.

01 64 00 2 SANG FURNISHED/CONTRACTOR

INSTALLED EQUIPMENT

1.2 DELIVERY DATE CHANGES

A. Requests by Contractor to change designated delivery dates shall be made in writing at least 72 business hours in advance of the designated delivery date. If the Contractor is not ready to accept delivery of SANG furnished equipment the Contractor shall be responsible for storage and delivery cost. Should SANG be unable to effect the change, or should the Contractor fail to submit his request within the time stated above, the Contractor's obligation under his contract and as stated herein shall not be relieved and further, the Contractor will have no basis upon which he can file a claim under these conditions.

END OF SECTION 01 64 00

01 73 00 1 CLEANING

SECTION 01 73 00 - CLEANING

1.1 SECTION INCLUDES

A. Progress Cleaning.

B. Final Cleaning.

1.2 RELATED SECTIONS

A. General Provisions of the Contract.

B. Section 01 00 00, Requirements of Selfridge Air National Guard Base.

C. Section 01 10 00, Summary of Work.

D. Section 01 52 13, Field Offices and Sheds.

E. Section 01 73 29, Cutting and Patching.

F. Individual Specification Sections - Cleaning Requirements.

1.3 SAFETY REQUIREMENTS

A. Standards: Maintain project in accordance with the following safety and insurance standards:

1. The Corps of Engineers Manual, EM 385-1-1, latest edition, entitled: "General Safety Requirements", as referred to in General Provisions, Paragraph: “Accident Prevention”.

B. OSHA. Standards: The Contractor shall be required to comply with OSHA Standards. The OSHA Standards are subject to change, and such changes may affect the Contractor in his performance under the contract. It is the Contractor's responsibility to know such changes, effective dates of changes, and comply with all requirements.

C. Hazards Control:

1. Store volatile wastes in covered metal containers and remove from premises daily.

2. Prevent accumulation of wastes which create hazardous conditions.

3. Provide adequate ventilation during the use of volatile or noxious substances.

D. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws.

1. Do not burn or bury rubbish and waste materials on the installation.

2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains.

01 73 00 2 CLEANING

3. Do not dispose of wastes into streams or waterways.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Use only cleaning materials recommended by the manufacturer of the surface to be cleaned.

B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer.

PART 3 - EXECUTION

3.1 PROGRESS CLEANING AND WASTE REMOVAL

A. Execute cleaning to ensure that the building, grounds, and public properties are maintained free from accumulations of waste materials and rubbish.

B. Maintain site in a clean and orderly condition.

C. Wet down dry materials and rubbish to lay dust and prevent blowing dust.

D. Collect and remove waste materials, debris, and rubbish from the site in a timely manner and legally dispose of at public or private dumping areas off of Government property.

E. Broom and vacuum clean interior areas prior to start of surface finishing. Continue cleaning to eliminate dust.

F. Handle materials in a controlled manner with as few handlings as possible. Do not drop or throw materials from heights.

G. Schedule cleaning operations so that dust and other contaminants resulting from the cleaning process will not fall on wet, newly painted surfaces.

H. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

I. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.

3.2 FINAL CLEANING

A. Employ professional cleaners for final cleaning.

B. In preparation for occupancy, conduct final inspection of sight-exposed interior and exterior surfaces and of concealed spaces.

01 73 00 3 CLEANING

C. Remove grease, dust, dirt, stains, temporary labels, fingerprints, and other foreign substances from sight-exposed interior and exterior finished surfaces; polish surfaces so designated to shine; finish vacuum carpeted and soft surfaces.

D. Repair, patch, and touch-up marred surfaces to specified finish, to match adjacent surfaces.

E. Clean debris from roofs, gutters, downspouts, and drainage systems.

F. Clean site; broom clean paved areas; rake clean landscaped surfaces.

G. Clean all exterior and interior glass.

H. Replace air conditioning filters if units were operated during construction.

I. Clean ducts, blowers, and coils, if HVAC units were operated without filters during construction.

J. Replace filters of equipment operated during construction.

K. Remove waste and surplus materials, rubbish, construction facilities, tools, equipment, and machinery from the site.

L. Maintain cleaning until project, or portion thereof, is occupied by SANG.

END OF SECTION 01 73 00

01 73 29 1 CUTTING AND PATCHING

SECTION 01 73 29 - CUTTING AND PATCHING

1.1 SECTION INCLUDES

A. Requirements and limitations for cutting and patching of Work.

1.2 RELATED SECTIONS

A. Section 01 00 00, Requirements of Selfridge Air National Guard Base.

B. Section 01 10 00, Summary of Work.

C. Section 01 33 00, Submittals.

D. Section 01 60 00, Material and Equipment.

E. Individual Product Specification Sections:

1. Cutting and patching incidental to work of the section.

2. Advance notification to other sections of openings required in work of those sections.

3. Limitations on cutting structural members.

F. Division 21: Fire Suppression.

G. Division 22: Plumbing.

H. Division 23: Heating, Ventilating, and Air-Conditioning.

I. Division 26: Electrical.

1.3 SUBMITTALS

A. Submit written request to the Contracting Officer in advance of cutting or alteration which affects:

1. Structural integrity of any element of Project.

2. Integrity of weather exposed or moisture resistant element.

3. Efficiency, maintenance, or safety of any operational element.

4. Visual qualities of sight exposed elements.

5. Work of SANG or separate Contractor.

B. Include in request:

1. Identification of Project.

2. Location and description of affected Work.

01 73 29 2 CUTTING AND PATCHING

3. Necessity for cutting or alteration.

4. Description of proposed Work and Products to be used.

a. Scope of cutting and patching.

b. Trades to execute work.

c. Products proposed to be used.

d. Extent of refinishing.

5. Alternatives to cutting and patching.

6. Effect on other work.

7. Effect on structural integrity of the project.

8. Effect on work of SANG or separate Contractor.

9. Written permission of affected separate Contractor.

10. Date and time work will be executed.

C. Submit cost estimate for cutting and patching requested by the Contracting Officer that is beyond the contract requirements.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Primary Products: Those required for original installation.

B. Product substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00, Material and Equipment.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching.

B. After uncovering existing Work, assess conditions affecting performance of work.

C. Beginning of cutting or patching means acceptance of existing conditions.

3.2 PREPARATION

A. Provide temporary supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage.

B. Provide protection from elements for areas which may be exposed by uncovering work.

C. Maintain excavations free of water.

01 73 29 3 CUTTING AND PATCHING

3.3 CUTTING

A. Execute cutting and fitting including excavation and fill to complete the Work.

B. Uncover work to install improperly sequenced work.

C. Remove and replace defective or non-conforming work.

D. Remove samples of installed work for testing when specified or requested in writing by the Contracting Officer.

E. Provide openings in the Work for penetration of mechanical and electrical work.

F. Remove work to provide for alteration of work.

G. Employ skilled and experienced installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces.

H. Cut rigid materials using masonry saw or core drill. Pneumatic tools are not allowed without prior approval.

I. Do not endanger any work by cutting or altering work or any part of the work.

J. Do not cut or alter work of another Contractor without written consent of the Contracting Officer.

K. Upon receipt of written instructions from the Contracting Officer, uncover work to provide for Contracting Officer’s observation of covered work. All costs associated with cutting/patching to uncover work shall be borne by the Contractor.

3.4 PATCHING

A. Execute patching to complement adjacent Work.

B. Fit products together to integrate with other Work.

C. Work shall be executed by methods that avoid damage to other Work. Provide appropriate surfaces to receive patching and finishing.

D. The original installer shall perform patching for weather exposed and moisture resistant elements, and sight-exposed surfaces.

E. All patching shall be completed utilizing new products. Refer to appropriate specification sections for product requirements.

F. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

G. Completely seal voids with fire rated materials to the full thickness of the penetrated element at all penetrations of fire rated walls, partitions, ceilings, and floors.

01 73 29 4 CUTTING AND PATCHING

H. After cutting and/or patching, refinish surfaces to match adjacent finish. For continuous surfaces, refinish to the nearest intersection or natural break point. For an assembly, refinish the entire unit.

END OF SECTION 01 73 29

01 74 00 1 WARRANTIES

SECTION 01 74 00 - WARRANTIES

1.1 SECTION INCLUDES

A. This section includes administrative and procedural requirements for warranties required by the Contract Documents, including manufacturers standard warranties on products and special warranties.

1. Refer to Section 01 00 00, Requirements of Selfridge Air National Guard Base, for warranty terms and conditions.

B. Disclaimers and Limitations: manufacturer’s disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products.

Manufacturer’s disclaimers and limitations on product warranties do not relieve Suppliers, manufacturers, and Subcontractors required to countersign special warranties with the Contractor.

1.2 DEFINITIONS

A. Standard product warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Contracting Officer.

B. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Contracting Officer.

1.3 WARRANTY REQUIREMENTS

A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction.

B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.

C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Contracting Officer has benefited from use of the Work through a portion of its anticipated useful service life.

01 74 00 2 WARRANTIES

D. Contracting Officer’s Recourse; Expressed warranties made to the Contracting Officer are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Contracting Officer can enforce such other duties, obligations, rights, or remedies.

1. Rejection of Warranties: The Contracting Officer reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents.

E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, the Contracting Officer reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so.

1.4 SUBMITTALS

A. When the Contract Documents require the Contractor, or the Contractor and a Subcontractor, Supplier or manufacturer to execute a special warranty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties.

Submit a draft to the Contracting Officer for approval prior to final execution.

B. Form of Submittal: At Final Completion compile in quadruplicate or as specified by the delivery order of each required warranty properly executed by the Contractor, or by the Contractor, Subcontractor, Supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Maintenance Manual.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 LIST OF WARRANTIES

1. Provide a list of warranties on products and installations as specified with associated milestone inspections and expiration dates.

END OF SECTION 01 74 00

01 74 19 1 CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL

SECTION 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous construction waste.

2. Recycling nonhazardous construction waste.

3. Disposing of nonhazardous construction waste.

B. Related Sections:

1. Section 02 41 19, Selective Structure Demolition, for disposition of waste resulting from demolition of buildings, structures, and site improvements, and for disposition of hazardous waste.

2. Section 04 20 00, Unit Masonry, for disposal requirements for masonry waste.

3. Section 31 10 00, Site Clearing, for disposition of waste resulting from site clearing and removal of above- and below-grade improvements.

1.3 DEFINITIONS

A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

C. Disposal: Removal offsite of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

01 74 19 2 CONSTRUCTION WASTE

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.4 PERFORMANCE REQUIREMENTS

A. General: Achieve end-of-Project rates for salvage/recycling of 75 percent or greater by weight of total non-hazardous solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials.

1. Construction Waste:

a. Site-clearing waste.

b. Masonry and CMU.

c. Lumber.

d. Wood sheet materials.

e. Wood trim.

f. Metals.

g. Roofing.

h. Insulation.

i. Carpet and pad.

j. Gypsum board.

k. Piping.

l. Electrical conduit.

m. Packaging: Regardless of salvage/recycle goal indicated in paragraph above, salvage or recycle 100 percent of the following uncontaminated packaging materials:

1) Paper.

2) Cardboard.

3) Boxes.

4) Plastic sheet and film.

5) Polystyrene packaging.

6) Wood crates.

7) Plastic pails.

1.5 ACTION SUBMITTALS

A. Waste Management Plan: Submit plan within 14 days of date established for the Notice to Proceed.

1.6 INFORMATIONAL SUBMITTALS

A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit report. Use Form CWM-7 for construction waste and demolition waste. Include the following information:

01 74 19 3 CONSTRUCTION WASTE

1. Material category.

2. Generation point of waste.

3. Total quantity of waste in tons (tonnes).

4. Quantity of waste salvaged, both estimated and actual in tons (tonnes).

5. Quantity of waste recycled, both estimated and actual in tons (tonnes).

6. Total quantity of waste recovered (salvaged plus recycled) in tons (tonnes).

7. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.

B. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

C. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

D. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

E. LEED Submittal: LEED letter template for Credit MR 2.1 and 2.2, signed by Contractor, tabulating total waste material, quantities diverted and means by which it is diverted, and statement that requirements for the credit have been met.

F. Qualification Data: For waste management coordinator.

1.7 QUALITY ASSURANCE

A. Waste Management Coordinator Qualifications: Experienced firm, with a record of successful waste management coordination of Projects with similar requirements. Waste management coordinator may also serve as LEED coordinator.

B. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.

C. Waste Management Conference: Conduct conference at Project site to review methods and procedures related to waste management including, but not limited to, the following:

1. Review and discuss waste management plan including responsibilities of waste management coordinator.

2. Review requirements for documenting quantities of each type of waste and its disposition.

3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays.

4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities.

5. Review waste management requirements for each trade.

01 74 19 4 CONSTRUCTION WASTE

1.8 WASTE MANAGEMENT PLAN

A. General: Develop a waste management plan according to ASTM E 1609 and requirements of this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Distinguish between demolition and construction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.

B. Waste Identification: Indicate anticipated types and quantities of site-clearing and construction waste generated by the Work. Use Form CWM-1 for construction waste. Include estimated quantities and assumptions for estimates.

C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Use Form CWM-3 for construction waste. Include points of waste generation, total quantity of each type of waste, quantity for each means of recovery, and handling and transportation procedures.

1. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers.

2. Disposed Materials: Indicate how and where materials will be disposed of. Include name, address, and telephone number of each landfill and incinerator facility.

3. Handling and Transportation Procedures: Include method that will be used for separating recyclable waste including sizes of containers, container labeling, and designated location on Project site where materials separation will be located.

D. Cost/Revenue Analysis: Indicate total cost of waste disposal as if there was no waste management plan and net additional cost or net savings resulting from implementing waste management plan. Use Form CWM-5 for construction waste. Include the following:

1. Total quantity of waste.

2. Estimated cost of disposal (cost per unit). Include hauling and tipping fees and cost of collection containers for each type of waste.

3. Total cost of disposal (with no waste management).

4. Revenue from salvaged materials.

5. Revenue from recycled materials.

6. Savings in hauling and tipping fees by donating materials.

7. Savings in hauling and tipping fees that are avoided.

8. Handling and transportation costs. Include cost of collection containers for each type of waste.

9. Net additional cost or net savings from waste management plan.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION

01 74 19 5 CONSTRUCTION WASTE

A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

1. Comply with Section 01 50 00, Construction Facilities and Temporary Controls, for operation, termination, and removal requirements.

2. Maintain photographic record showing the condition of storage and sorting containers.

a. Sufficient quantities of photos shall be taken monthly to demonstrate compliance with Waste Reduction Plan.

b. Photos shall include signage and debris control measures.

B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan.

C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work occurring at Project site.

1. Distribute waste management plan to everyone concerned within 3 days of submittal return.

2. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage, recycling, and disposal.

D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Designate and label specific areas on Project site…