A04-20-FS-006_SPECS.pdf

CARTERVILLE

FISH AND WILDLIFE CONSERVATION OFFICE

WILMINGTON SUBSTATION

30239 S. Route 53, Wilmington, IL 60481

OFFICE BUILD OUT

Infrastructure Management Division

Page J - 1

PART III, SECTION J

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

INDEX

TECHNICAL PROVISIONS/SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01 1000 SUMMARY OF THE WORK

SECTION 01 3000 SUBMITTALS

SECTION 01 3100 PROJECT COORDINATION

SECTION 01 4000 QUALITY REQUIREMENTS

SECTION 01 4200 DEFINITIONS AND STANDARDS

SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 5713 TEMPORARY EROSION AND SEDIMENT CONTROL

SECTION 01 6000 PRODUCT REQUIREMENTS

SECTION 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS

SECTION 01 7700 PROJECT CLOSEOUT

DIVISION 3 – CONCRETE

SECTION 03 3000 CAST-IN-PLACE CONCRETE

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

SECTION 06 1000 ROUGH CARPENTRY

SECTION 06 6200 FINISH CARPENTRY

SECTION 06 4100 ARCHITECTURAL WOOD CASEWORK

SECTION 06 6110 SOLID POLYMER FABRICATIONS

SECTION 06 8316 FIBERGLASS REINFORCED PANELING

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

SECTION 07 2119 FOAMED-IN-PLACE INSULATION

SECTION 07 2126 BLOWN INSULATION

SECTION 07 9005 JOINT SEALERS

DIVISION 8 – OPENINGS

SECTION 08 1213 HOLLOW METAL FRAMES

SECTION 08 1416 FLUSH WOOD DOORS

Page J - 2

SECTION 08 7100 DOOR HARDWARE

DIVISION 9 - FINISHES

SECTION 09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION

SECTION 09 2116 GYPSUM BOARD ASSEMBLIES

SECTION 09 3000 TILING

SECTION 09 5100 ACOUSTICAL CEILINGS

SECTION 09 6813 TILE CARPETING

SECTION 09 9000 PAINTING AND COATING

DIVISION 10 - SPECIALTIES

SECTION 10 1100 VISUAL DISPLAY UNITS

SECTION 10 1400 SIGNAGE

SECTION 10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 10 4400 FIRE PROTECTION SPECIALTIES

DIVISION 11 - EQUIPMENT

SECTION 11 3013 RESIDENTIAL APPLIANCES

DIVISION 12 - FURNISHINGS

SECTION 12 2113 HORIZONTAL LOUVER BLINDS

DIVISION 22 – PLUMBING

SECTION 22 0100 PLUMBING GENERAL PROVISIONS

SECTION 22 0519 METERS AND GAUGES FOR PLUMBING PIPING

SECTION 22 0553 IDENTIFICATION FOR PLUMBING AND EQUIPMENT

SECTION 22 0719 PLUMBING PIPING INSULATION

SECTION 22 1005 PLUMBING PIPING

SECTION 22 1006 PLUMBING PIPING SPECIALTIES

SECTION 22 3000 PLUMBING EQUIPMENT

SECTION 22 4000 PLUMBING FIXTURES

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

SECTION 23 0100 HVAC GENERAL PROVISIONS

SECTION 23 0553 IDENTIFICATION FOR HVAC EQUIPMENT

SECTION 23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 23 0713 DUCT INSULATION

SECTION 23 0993 SEQUENCES OF OPERATIONS

SECTION 23 3100 HVAC DUCTS AND CASINGS

Page J - 3

SECTION 23 3700 AIR OUTLETS AND INLETS

SECTION 23 7323 PACKAGED AIR-TO-AIR ENERGY RECOVERY UNITS

SECTION 23 8127 SMALL SPLIT-SYSTEM COOLING

SECTION 23 8200 CONVECTION HEATING AND COOLING UNITS

DIVISION 26 – ELECTRICAL

SECTION 26 0500 COMMON WORK RESULTS FOR ELECTRICAL

SECTION 26 0519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

SECTION 26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 26 0943 NETWORK LIGHTING CONTROLS AND DEVICES

SECTION 26 2726 WIRING DEVICES

SECTION 26 2813 FUSES

SECTION 26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 26 4113 LIGHTNING PROTECTION FOR STRUCTURES

SECTION 26 4313 SURGE PROTECTION DEVICES

SECTION 26 5100 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

SECTION 27 0500 COMMON WORK RESULTS FOR COMMUNICATIONS

SECTION 27 1100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

SECTION 27 1300 COMMUNICATIONS BACKBONE CABLING

SECTION 27 1500 COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

SECTION 28 0500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY

AND SECURITY

SECTION 28 0513 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY

AND SECURITY

SECTION 28 3111 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

SECTION 28 3300 SECURITY MANAGEMENT SYSTEM AND DEVICES

DIVISION 30 – SITE AND INFRASTRUCTURE

SECTION 30 1000 BASIC CIVIL REQUIREMENTS

DIVISION 31 - EARTHWORK

SECTION 31 1000 SITE CLEARING

SECTION 31 2200 GRADING

Page J - 4

SECTION 31 2316-13 TRENCHING

SECTION 31 2323 FILL

SECTION 31 7700 HORIZONTAL DIRECTIONAL DRILLING OF HDPE PIPE

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 1123 AGGREGATE BASE COURSES

SECTION 32 9219 SEEDING

DIVISION 33 - UTILITIES

SECTION 33 1100 WATER UTILITY SERVICE PIPING

SECTION 33 3100 SANITARY FORCE MAIN PIPING

SECTION 33 3113 SITE SANITARY UTILITY SEWER PIPING

SECTION 33 3216 DUPLEX GRINDER PUMP STATIONS

ATTACHMENTS

PRE-CONSTRUCTION SAFETY CHECKLIST

SUBMITTAL FORM

SUBMITTAL INSTRUCTIONS

DRAWINGS

DRAWING NUMBER DESCRIPTION SHEET

3C-IL-31340-001 COVER SHEET, LOCATION MAPS AND DRAWING

INDEX 1 OF 27

3C-IL-31340-002 GENERAL NOTES, SYMBOLS, LEGENDS, AND

ABBREVIATIONS 2 OF 27

3C-IL-31340-003 WATER AND SEWER UTILITIES PLAN 3 OF 27

3C-IL-31340-004 CIVIL DETAILS 4 OF 27

3C-IL-31340-005 DEMOLITION PLAN 5 OF 27

3C-IL-31340-006 FLOOR AND REFLECTED CEILING PLANS 6 OF 27

3C-IL-31340-007 BUILDING SECTIONS 7 OF 27

3C-IL-31340-008 BUILDING SECTIONS AND WALL DETAILS 8 OF 27

3C-IL-31340-009 WALL FRAMING DETAILS 9 OF 27

3C-IL-31340-010 INTERIOR ELEVATIONS AND DETAILS 10 OF 27

3C-IL-31340-011 DOOR AND WINDOW SCHEDULES 11 OF 27

3C-IL-31340-012 FINISH SCHEDULES 12 OF 27

3C-IL-31340-013 PLUMBING SYMBOLS AND ABBREVIATIONS 13 OF 27

3C-IL-31340-014 PLUMBING PLANS 14 OF 27

3C-IL-31340-015 PLUMBING RISERS AND SCHEDULES 15 OF 27

3C-IL-31340-016 MECHANICAL SYMBOLS AND ABBREVIATIONS 16 OF 27

3C-IL-31340-017 HVAC 17 OF 27

3C-IL-31340-018 ELECTRICAL NOTES AND ABBREVIATIONS 18 OF 27

3C-IL-31340-019 ELECTRICAL SYMBOL LEGEND 19 OF 27

Page J - 5

3C-IL-31340-020 STANDARD INSTALLATION REQUIREMENTS 20 OF 27

3C-IL-31340-021 ELECTRICAL SITE PLAN 21 OF 27

3C-IL-31340-022 LIGHTING PLANS 22 OF 27

3C-IL-31340-023 ELECTRICAL PLANS 23 OF 27

3C-IL-31340-024 ELECTRICAL SCHEDULES 24 OF 27

3C-IL-31340-025 ELECTRICAL SCHEDULES 25 OF 27

3C-IL-31340-026 TECHNOLOGY SCHEDULES 26 OF 27

3C-IL-31340-027 TECHNOLOGY SCHEDULES 27 OF 27

20-FS-006 / Wilmington Substation Office Build Out

01 1000 - 1 SUMMARY OF THE WORK

SECTION 01 1000

SUMMARY OF THE WORK

PART 1 - GENERAL

1.01 PROJECT TITLE: CARTERVILLE FISH AND WILDLIFE CONSERVATION (FWCO) -

WILMINGTON SUBSTATION OFFICE BUILD OUT.

1.02 EXISTING FWCO BUILDING DESCRIPTION

A. Constructed in 2019, the FWCO building is an existing 7,680 square feet, 5 bay, post framed, pre-engineered metal building measuring approximately 128'-0" long x 60'-0" deep x 16'-0" tall.

Each bay is approximately 24'-0" wide x 60'-0" deep. The building foundation, superstructure, exterior envelope, and interior floor slab have been completed. Electrical service is roughed in and includes a 200 amp electrical panel, convenience outlets, and overhead lighting.

1.03 WORK UNDER THESE SPECIFICATIONS

The Contractor shall furnish all materials, labor, equipment, and superintendence for the work described below and within the construction documents. The work includes but is not limited to;

project mobilization and demobilization, project management and oversite, demolition and construction of items described below, quality control, cleanup, and removal of all debris and waste generated during performance of the work.

I-1 Base Bid: Wimington Substation Office Build Out: Work includes, but is not limited to the following:

Building-out the existing FWCO building to include office and storage space to accommodate FWCO operations.

The work also includes, but is not limited to: supplying and constructing all items necessary for complete and fully functional HVAC, electrical, information technology, plumbing, fire alarm, and security systems.

All work items that are not specifically called out are considered incidental and no direct compensation will be provided. This work shall be performed on a firm fixed price lump sum basis.

1.04 LOCATION AND INSPECTION OF SITE

A. The work site is located at the Midewin National Tallgrass Prairie located near Wilmington, Illinois. See cover sheet for project location. The address for the existing FWCO building is:

30239 S. Route 53, Wilmington, IL 60481. The Substation Manager may be contacted for further information concerning the project location by telephone at (779) 279-3003.

B. All prospective bidders, contractors, subcontractors, and related persons are encouraged to visit the site of the proposed Work and to assess the location and extent of the Work prior to submitting bids/quotes. Persons may inspect the site by contacting the Substation Manager for an appointment.

1.05 DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION

A. The successful bidder will be provided, upon request, one digital copy of the construction drawings and specifications in .pdf format via email. These files will be provided at no additional cost to the successful bidder.

B. Construction drawings are drawn on a 22” x 34” standard “D” size sheet at 100%. When plotting drawings at different percentages bar scales on drawings shall be used for measuring.

C. Exact location of all affected utilities will be the responsibility of the contractor. Drawings may not completely show all utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

01 1000 - 2 SUMMARY OF THE WORK

1.06 WORK NOT INCLUDED IN THIS CONTRACT

A. All items indicated “NIC” on the drawings or in the specifications are items not included in this contract.

B. Work to be performed under other contracts and not included as a part of this contract is generally shown as “By Others” on the Contract Documents.

1.07 ITEMS PROVIDED BY THE GOVERNMENT

A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as “By Government” on the Contract Documents.

1.08 TEMPORARY FACILITIES

A. Maintain and restore all government roads, service areas, landscaping, and utilities used to pre-construction condition.

B. Temporary toilet facilities and utilities shall be provided by the Contractor for the duration of the project.

1.09 SITE ACCESS AND RIGHT OF WAY

A. The construction access limits on Government property will be established by the Government and provided to the Contractor at the preconstruction meeting. The Contractor shall be responsible for complying with these limits and governing all work accordingly.

1. Bays 2-5 will be occupied by the Government for boat and equipment storage throughout construction. The Contractor shall provide 72 hours notice to Government prior to performing work scheduled within these areas.

2. The exterior parking areas will be occupied by the Government throughout construction.

The Contractor will be allowed to store materials and equipment and park within areas as identified at the preconstruction meeting.

B. The Contractor is reminded all materials, items, and equipment stored on Government property for the duration of the work is at the Contractors own risk. The Government is not responsible for lost, stolen, or damaged property.

1. Bay 1 will be available to the Contractor for material and equipment storage for the duration of the work.

C. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders are aware of any requirements of the local entity. These requirements are between the entity and the bidder.

Load limits and other restrictions shall be obeyed.

D. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in advance by the Government Contracting Officer.

1.10 SAFETY - IN ADDITION TO FAR 52.236-13 ACCIDENT PREVENTION

A. The Contractor shall fill out and submit the “Preconstruction Safety Checklist” to the

Government Contracting Officer prior to beginning construction.

B. The Contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

C. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide Safety Data Sheets (SDS) for all hazardous materials brought on-site. SDS shall be made available in a conspicuous location.

D. All equipment and work activities shall comply with OSHA Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements. Additionally a copy of the accident report shall be provided to the Government Contracting Officer.

E. The Contractor shall provide and install barricades, signs, or other warning devices to delineate the construction area.

01 1000 - 3 SUMMARY OF THE WORK

F. Provide at least one non-freezing type fire extinguisher of the appropriate class for each group of workers performing flammable procedures on the construction site.

G. Provide and maintain on the construction site a basic first aid kit for the workers to use.

1. Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid kit shall include items identified on SDS (see paragraph C of this section) in applicable locations.

2. Advise all workers of the location of first aid supplies.

3. Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.

H. Provide necessary Personnel Protective Equipment (PPE) as identified by SDS and OSHA regulations.

I. Provide documentation workers have been trained in the use of PPE prior to individual use.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION

01 3000 - 1 SUBMITTALS

SECTION 01 3000

SUBMITTALS

PART 1 - GENERAL

1.01 GENERAL

A. Refer to the technical specifications for all submittals required.

1. The Contractor shall prepare a comprehensive list of submittals required to complete the project.

2. The Contractor shall prepare a Submittal Schedule. Contractor shall coordinate Submittal

Schedule with Contract Schedule to allow 10 business days for review and corrections before scheduled activity.

B. When specifically requested by the Contracting Officer, Contracting Officers Representative, or the Government’s on-site observer, the Contractor shall provide paper copies of approved submittals, manufacturer’s written installation instructions, and/or recommendations for review and approval prior to accomplishing equipment installation.

1.02 SUBMITTALS

A. The Contractor shall provide a “Standard Submittal Form” for submittals provided to the

Government. A copy of the form is provided in the specifications. Upon request, one digital copy of the form in .doc format will be provided via email.

B. The Contractor shall email digital copies in .pdf format of all submittals to the Government except for items noted otherwise in the specifications. The Contractor shall submit material samples and digital submittals exceeding 18 megabytes via mail. Submitted material samples will become the property of the Government and will not be returned to the Contractor.

C. The approval of submittals shall not relieve the Contractor to comply with the terms and conditions of the Contract Drawings, Specifications, and Manufacturer’s Installation Instructions.

The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

D. The approval of submittals does not constitute acceptance of a change order by the Government. Contract change orders shall be submitted to the Government Contracting Officer following the modification/change order procedures in Section 01 3100 Project Coordination.

E. The Contractor shall provide and maintain in proper order and in good, clean condition, at the project site, a copy of approved submittals.

1.03 PROJECT SCHEDULE

A. Contractor shall provide as required by Federal Acquisition Regulation (FAR) clauses. *

1.04 PRICE BREAKDOWN - LUMP SUM ITEMS

A. Contractor shall provide as required by FAR clauses. *

1.05 SUBCONTRACTOR'S LIST

A. Submit a list of subcontractors who will be working on the project.

1.06 SUBMITTAL OF PROGRESS PAYMENT CERTIFICATE

A. Contractor shall provide as required by FAR clauses. *

1.07 GUARANTEES, WARRANTIES AND CERTIFICATES

A. Refer to Section 01 7700 Prject Closeout.

1.08 OPERATING AND MAINTENANCE INSTRUCTION

A. Refer to Section 01 7700 Project Closeout.

1.09 DELIVERY TICKETS

A. The Contractor shall submit to the Government via the submittal process in digital .pdf format a copy of each delivery ticket for all material delivered to the construction site.

B. The delivery ticket shall show brand name, catalog number, and number of items received.

01 3000 - 2 SUBMITTALS

1.10 WASTE MANIFESTS

A. The Contractor shall submit to the Government via the submittal process copies of all waste manifests.

B. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.

PART 3 - EXECUTION (NOT APPLICABLE)

* THE APPLICABLE FAR CLAUSES WILL BE PROVIDED TO THE RESULTANT

CONTRACTOR AT THE PRE-CONSTRUCTION CONFERENCE.

01 3100 - 1 PROJECT COORDINATION

SECTION 01 3100

PROJECT COORDINATION

PART 1 - GENERAL

1.01 JOBSITE ADMINISTRATION

A. Superintendence, Subcontract Administration, Quality Control, and Construction Inspection are the responsibility of the Contractor.

B. Final decisions relative to items of conflict shall be made by the Contracting Officer.

C. The Government shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

D. The Contractor shall have responsible superintendence on site during all project operations.

The Contractor shall submit to the Government in writing a project superintendence plan.

Changes to the superintendence plan shall be approved by the Government prior to implementation.

1.02 MODIFICATION/CHANGE ORDER PROCEDURES

A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.

B. The Contractor shall not perform work outside of the contract documents without written approval from the Contracting Officer. All expenses of Work performed outside of the contract documents without prior approval will be the responsibility of the contractor.

C. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.

D. All Contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

1.03 REQUESTS FOR INTERPRETATION PROCUDURES (RFI'S)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in the Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.

B. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of the

Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b. Do not forward requests which solely require internal coordination between subcontractors.

C. Submission: Submit all RFI's in .pdf format via email.

D. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response

1. Official project name and contract number.

2. Owner's and contractor's name and contact information.

3. Discrete and consecutive RFI number, and descriptive subject/title.

4. Issue date.

01 3100 - 2 PROJECT COORDINATION

5. Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).

6. Annotations: Field dimensions and/or description of conditions which have engendered the request.

E. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

F. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.

1. Indicate current status of every RFI. Update log promptly and on a regular basis.

2. Note dates of when each request is made, and when a response is received.

G. Review Time: Government respond and return RFI's in .pdf format via email to Contractor within fourteen calendar days of receipt.

1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

H. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly contact the Government Contracting Officer.

1. The Contractor shall not perform work outside of the contract documents without written approval from the Contracting Officer. All expenses of Work performed outside of the contract documents without prior approval will be the responsibility of the contractor.

2. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith.

3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.

1.04 PRECONSTRUCTION CONFERENCE

A. Soon after award of the Contract and prior to commencing construction, the Contractor shall attend a preconstruction conference with representatives of the Government at the project location. Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to contract administration, construction operations, project superintendence, and the project schedule will be discussed. The project schedule shall be in accordance with Section 01 3000 Submittals. The preconstruction safety checklist and project schedule shall be submitted for review during this conference.

1.05 PROGRESS MEETINGS

A. Weekly project meetings will be conducted by the Contractor with representatives of the

Government at the project site or by telephone for the purpose of coordinating, expediting, and assessing the work progress. Dates and times will be determined at the Preconstruction Conference.

B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period, and present all conflicts, discrepancies or other difficulties for resolution. A record of discussions and decisions will be prepared by the Contractor and distributed via email to those attending and others affected.

PART 2 - PRODUCTS (NOT APPLICABLE)

01 4000 - 1 QUALITY REQUIREMENTS

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Quality Assurance Submittals.

B. Quality assurance.

C. References and standards.

D. Testing agencies and services.

E. Control of installation.

F. Mock-ups.

G. Tolerances.

H. Manufacturers' field services.

I. Defect Assessment.

1.02 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008 (Reapproved 2014).

B. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for

Use in Construction and Criteria for Testing Agency Evaluation; 2017.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2015a, with Editorial Revision (2016).

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the

Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;

2012a.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2018.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2015.

G. ASTM E699 - Standard Specification for Agencies Involved in Testing, Quality Assurance, and

Evaluating of Manufactured Building Components; 2016.

H. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2017.

1.03 SUBMITTALS

A. See Section 01 3000 - Submittals, for submittal procedures.

B. Design Data: Submit for Government's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Government's information.

C. Test Reports: After each test/inspection, promptly submit one copy of report to Government and to Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Compliance with Contract Documents.

01 4000 - 2 QUALITY REQUIREMENTS

k. When requested by Government, provide interpretation of results.

D. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Government, in quantities specified for Product Data.

1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to Government.

E. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Government's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

F. Manufacturer's Field Reports: Submit reports for Government's benefit as contract administrator or for Government.

1. Submit report within 30 days of observation to Government for information.

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

1.04 QUALITY ASSURANCE

A. Testing Agency Qualifications:

1. Prior to start of work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer.

2. Submit copy of report of laboratory facilities inspection made by NIST Construction

Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any deficiencies reported by the inspection.

3. Qualification Statement: Provide documentation showing testing laboratory is accredited under IAS AC89.

1.05 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard of date of issue current on contract award, except where a specific date is established by applicable code.

C. Should specified reference standards conflict with Contract Documents, request clarification from Government before proceeding.

D. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Government shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.06 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency:

1. Testing agency: Comply with requirements reference in each section.

01 4000 - 3 QUALITY REQUIREMENTS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Government before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Before installing portions of the Work where mock-ups are required, for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship.

B. Accepted mock-ups establish the standard of quality the Government will use to judge the Work.

C. Notify Government seven (7) working days in advance of dates and times when mock-ups will be constructed.

D. Government will use accepted mock-ups as a comparison standard for the remaining Work.

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Government before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING AND INSPECTION

A. See individual specification sections for testing and inspection required.

B. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Government and Contractor in performance of services.

2. Perform specified sampling and testing in accordance with specified standards.

3. Ascertain compliance of materials with requirements of Contract Documents.

4. Promptly notify Government and Contractor of observed irregularities or non-conformance of Work or products.

5. Perform additional tests and inspections required by Government.

6. Submit reports of all tests/inspections specified. Notify Government within 24 hours of any failed tests or non-conformities.

C. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

01 4000 - 4 QUALITY REQUIREMENTS

4. Agency has no authority to stop the Work.

D. Contractor Responsibilities:

1. Provide access to the Work.

2. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To facilitate tests/inspections.

c. To provide storage and curing of test samples.

3. Notify Government and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

4. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Government.

F. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

3.05 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment as applicable, and to initiate instructions when necessary.

B. Submit qualifications of observer to Government 30 days in advance of required observations.

1. Observer subject to approval of Government.

C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3.06 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of Government, it is not practical to remove and replace the Work, Government will direct an appropriate remedy or adjust payment.

01 4200 - 1 DEFINITIONS AND STANDARDS

SECTION 01 4200

DEFINITIONS AND STANDARDS

PART 1 - GENERAL

1.01 1.1 REGULATORY REQUIREMENTS

A. All work shall be accomplished in strict accordance with OSHA and all other regulations, codes, and laws in effect at the time the work is performed for the location where it is to be performed.

B. All completed construction shall comply with OSHA, NFPA, and Architectural Barriers Act (ABA) codes and regulations.

1.02 MEANS AND METHODS

A. Means and methods used in the performance of this Contract must be in accordance with all applicable Federal Acquisition Regulations in addition to OSHA regulations, 29 Code of Federal Regulations, acceptable industry practices as recognized by societies, associations, building codes, manufacturers’ specifications, and any applicable state safety and health requirements.

1.03 PERMITS

A. All permits required to support construction activities shall be obtained and paid for by the

Contractor.

PART 2 - PRODUCTS (NOT APPLICABLE)

01 5000 - 1 TEMPORARY FACILITIES AND

CONTROLS

SECTION 01 5000

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Dewatering B. Temporary utilities.

C. Temporary telecommunications services.

D. Temporary sanitary facilities.

E. Temporary Controls: Barriers.

F. Security requirements.

G. Vehicular access and parking.

H. Waste removal facilities and services.

1.02 DEWATERING

A. Provide temporary means and methods for dewatering as required to complete the work.

1.03 TEMPORARY UTILITIES

A. Contractor shall provide and pay for all utilities required to complete the work including but not limted to electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.

1.04 TELECOMMUNICATIONS SERVICES

A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

B. Telecommunications services shall include, at a minimum, the following:

1. One cellular telephone.

2. Internet service for testing and commissioning of building systems.

3. Landline telephone service for testing and commissioning of building systems.

1.05 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

1.06 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public and to protect existing facilities and adjacent properties from damage from construction operations.

B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.07 SECURITY

A. Existing FWCO building is located within a locked gated area.

B. The Contractor is reminded all materials, items, and equipment stored on Government property for the duration of the work is at the Contractor's own risk. The Government is not responsible for lost, stolen, or damaged property.

1.08 VEHICULAR ACCESS AND PARKING

A. Existing FWCO building is located within a locked gated area. The Contractor shall coordinate entry and exit procedures with the Government.

B. Coordinate access and haul routes with governing authorities and the Government.

C. Provide and maintain access to fire hydrants, free of obstructions.

D. Designated existing on-site roads may be used for construction traffic.

01 5000 - 2 TEMPORARY FACILITIES AND

CONTROLS

E. Existing parking areas may be used for construction parking.

1.09 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site as required.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial

Completion inspection.

B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.

C. Clean and repair damage caused by installation or use of temporary work.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 5713 - 1 TEMPORARY EROSION AND

SEDIMENT CONTROL

SECTION 01 5713

TEMPORARY EROSION AND SEDIMENT CONTROL

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

1.02 REFERENCE STANDARDS

A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to

Light, Moisture and Heat in a Xenon Arc-Type Apparatus; 2014 (Reapproved 2018).

B. ASTM D4491/D4491M - Standard Test Methods for Water Permeability of Geotextiles by

Permittivity; 2020.

C. ASTM D4533/D4533M - Standard Test Method for Trapezoid Tearing Strength of Geotextiles;

2015.

D. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of

Geotextiles; 2015a.

E. ASTM D4751 - Standard Test Methods for Determining Apparent Opening Size of a Geotextile;

2020.

F. ASTM D4873/D4873M - Standard Guide for Identification, Storage, and Handling of

Geosynthetic Rolls and Samples; 2017.

G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction

General Permit; Current Edition.

1.03 PERFORMANCE REQUIREMENTS

A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2008 Construction General Permit

(CGP).

B. Comply with all requirements of City of Wilmington for erosion and sedimentation control.

C. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports.

D. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

F. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

G. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

H. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

01 5713 - 2 TEMPORARY EROSION AND

SEDIMENT CONTROL

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

I. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

J. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

K. Open Water: Prevent standing water that could become stagnant.

L. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.04 SUBMITTALS

A. See Section 01 3000 - Submittals, for submittal procedures.

B. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

C. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

PART 2 PRODUCTS

2.01 MATERIALS

A. Mulch: Use one of the following:

1. Straw or hay.

2. Wood waste, chips, or bark.

3. Erosion control matting or netting conforming to IDOT 1081.10 Erosion Control Blankets,

(a) Excelsior Blanket.

B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons.

C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with

ASTM D4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM

D4491/D4491M.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355/D4355M after 500 hours exposure.

4. Tensile Strength: 100 pounds-force, minimum, in cross-machine direction; 124 pounds-force, minimum, in machine direction; when tested in accordance with ASTM D4632/D4632M.

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M.

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01 5713 - 3 TEMPORARY EROSION AND

SEDIMENT CONTROL

6. Tear Strength: 55 pounds-force, minimum, when tested in accordance with ASTM D4533/D4533M.

7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

D. Silt Fence Posts: One of the following, minimum 5 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 pound per linear foot.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 SCOPE OF PREVENTIVE MEASURES

A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required.

B. Linear Sediment Barriers: Made of silt fences.

1. Provide linear sediment barriers:

2. Along downhill perimeter edge of disturbed areas, including soil stockpiles.

C. Soil Stockpiles: Protect using one of the following measures:

1. Cover with polyethylene film, secured by placing soil on outer edges.

2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay.

D. Temporary Seeding: Use where temporary vegetated cover is required.

3.04 INSTALLATION

A. Silt Fences:

1. Store and handle fabric in accordance with ASTM D4873/D4873M.

2. Install with top of fabric at nominal height and embedment indicated on drawings.

3. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post.

4. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.

5. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet.

B. Mulching Over Small and Medium Areas:

1. Dry Straw and Hay: Apply 4 to 6 inches depth.

2. Wood Waste: Apply 2 to 3inches depth.

3. Erosion Control Matting: Comply with manufacturer's instructions.

C. Temporary Seeding:

1. When hydraulic seeder is used, seedbed preparation is not required.

2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate.

3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft.

4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft.

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep.

7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion.

8. Repeat irrigation as required until grass is established.

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