ZJX-Lift Station Project SPECS.pdf

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Replace Sewage and Storm Water Lift Stations and Piping at Jacksonville ARTCC (ZJX) in Hilliard, FL
Solicitation number
FAAAAQ540-15909594
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This solicitation announcement is for a construction project to replace sewage and storm lift gate stations and piping at the Jacksonville Air Route Traffic Control Center in Hilliard, Florida. The project is set aside for small businesses with a NAICS code of 237110 and size standard of $45 million. The solicitation includes specifications, drawings, and wage rates. The price range for the requirement is $500,000 to $1,000,000. Payment and performance bonds are required. A site visit is scheduled for March 26, 2024, and all attendees must have a valid photo ID and RSVP in advance. Requests for information are due by March 21, 2024. Offers are due April 30, 2024 and shall be emailed to the points of contact listed. The federal agency is the Department of Transportation Federal Aviation Administration Southwestern Region.

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Federal Aviation Administration

ZJX ARTCC

Hilliard, Florida

REPLACE SEWAGE / STORM

WATER LIFT STATIONS PROJECT

100% SPECIFICATION

JANUARY 2024

Specification number: FAA-ZJX-1509594

REPLACE SEWAGE / STORM WATER LIFT STATIONS PROJECT JANUARY 2024

HILLIARD, FL (ZJX) AIR ROUTE TRAFFIC CONTROL CENTER FAA-ZJX-1509594

TABLE OF CONTENTS 00 00 02 - 1

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 04 00 COORDINATION AND TESTING

01 04 02 CONSTRUCTION SCHEDULES

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTALS

01 52 16 SAFETY REQUIREMENTS

01 65 01 MATERIALS AND EQUIPMENT

01 71 33 PROTECTION OF WORK

01 72 00 OPERATION AND MAINTENANCE

01 74 00 CLEANING

01 77 00 CONTRACT CLOSEOUT

01 78 36 WARRANTIES AND GUARANTEES

01 79 00 DEMONSTRATION AND TRAINING

DIVISION 2 – SITEWORK

02 41 19 SELECTIVE DEMOLITION

DIVISION 22 – PLUMBING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 08 00 COMISSIONING OF PLUMBING

22 13 16 SANITARY WASTE PIPING

22 14 29 SUMP PUMPS

DIVISION 26 – ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS

26 05 26 GROUDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

END OF DOCUMENT 00 00 02

GENERAL REQUIREMENTS 01 00 00 - 1

SECTION 01 00 00 GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1 SCOPE

A. Scope - These specifications, together with referenced specifications, standards, construction drawings specified on the Contract Documents and the conditions of the Construction Contract cover the requirements of the Federal Aviation Administration (FAA) for the work associated with this project.

1.2 REPAIR AND PROTECTION

A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes.

B. Protect construction exposed by or for quality control service activities, and protect repaired construction.

C. Contractor is responsible for, but not limited to, all repair and protection of existing equipment, systems and services, associated with or affected by the contract requirements and work area.

1.3 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

B. Publication Dates: Comply with the standards in effect as of the date of the Contract Documents.

C. Conflicting Requirements: Where compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different but apparently equal to the COR for a decision before proceeding.

1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.

To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. Refer uncertainties to the COR for a decision before proceeding.

D. Copies of Standards: Each entity engaged in construction on the Project must be familiar with industry standards applicable to its construction activity. Copies of applicable industry standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, the Contractor shall obtain copies directly from the publication source and make them available on request.

GENERAL REQUIREMENTS 01 00 00 - 2

E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where abbreviations and acronyms are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization, authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to Gale Research's "Encyclopedia of Associations" or Columbia Books' "National Trade & Professional Associations of the U.S.," which are available in most libraries.

1.4 RECORD DRAWINGS

The Government shall provide the Contractor with an electronic copy of the record drawings in .PDF format.

Changes to the original plans, drawings or shop drawings shall be annotated accurately in red.

END OF SECTION 01 00 00

COORDINATION AND TESTING 01 04 00 - 1

SECTION 01 04 00 COORDINATION AND TESTING

PART 1 – GENERAL

1.1 SUMMARY

A. Project coordination: It shall be the duty of the Contractor to prepare a detailed schedule of work and work layout to resolve conflicts and to assure coordination of the work by different trades.

B. Weekly Meeting: Coordination between the COR and Contractor shall take place weekly at the site. Special meetings will be scheduled if requested by either the COR or Contractor. The subjects to be discussed at the progress meetings shall include, but are not limited to, the following:

-Safety concerns/Issues -Progress of Work -Previous meeting action items/issues -Field problems -Material and Equipment delivery status -Submittal status/schedules -Progress planned during the upcoming week(s) -Review of changes, and potential effects on the schedule -Construction schedule revisions -Schedule Revisions -Other current business

The following persons will be expected to attend meetings; FAA COR, Prime Contractor Superintendent, Project Manager and Project Manager/Superintendents for other major trades.

C. Facility Coordination Meeting: Weekly coordination meeting shall take place between the facility managers, COR and the Contractor’s Project Superintendent.

D. Work Affecting Operational Systems: The contractor shall coordinate all work which has any or may have any impact on any operational system within the facility through the COR. The contractor shall immediately cease any work which is adversely impacting the operation of the ARTCC and shall immediately repair or restore any portion of the operational system that has been damaged or suffered diminished performance as a result of the contractor's activities.

E. Local permits and Coordination - The Contractor will be responsible for obtaining and payment of all building fees, inspection fees, utility connection charges and any other fees or charges that may be incurred in the performance of this contract.

F. Applicable documents: The contractor shall comply with all local city, county, and state construction codes.

1.2 TESTING

A. Contractor's responsibility: Unless otherwise indicated as the responsibility of another identified entity, Contractor shall provide certified testing and inspection agencies, inspections, tests, and other quality-control services specified elsewhere in the Contract Documents and required by authorities having jurisdiction.

COORDINATION AND TESTING 01 04 00 - 2

1. Where individual Sections specifically indicate that certain inspections, tests, and other quality-control services are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform quality-control services.

2. Where individual Sections specifically indicate that certain inspections, tests, and other quality-control services are the Government's responsibility, the Government will employ and pay a qualified independent testing agency to perform those services.

a. Where the Government has engaged a testing agency for testing and inspecting part of the

Work, and the Contractor is also required to engage an entity for the same or related element, the Contractor shall not employ the entity engaged by the Government, unless agreed to in writing by the Government.

B. Retesting: The Contractor is responsible for retesting where results of inspections, tests, or other quality-control services prove unsatisfactory and indicate noncompliance with Contract Document requirements, regardless of whether the original test was Contractor's responsibility.

1. The cost of retesting construction, revised or replaced by the Contractor, is the Contractor's responsibility where required tests performed on original construction indicated noncompliance with Contract Document requirements.

C. Selection and payment: The contractor shall pay for all testing. The contractor shall select and use a certified and qualified testing laboratory to perform the requirements of this contract. The testing laboratory shall be certified by the American Association of Laboratory Accreditation.

D. Rejected materials or workmanship: All materials or workmanship or both which have been rejected by the COR by reasons of failure to conform to the requirements of the Contract Documents shall be removed and replaced with new, acceptable materials by the contractor at the contractor's own expense. Contractor shall also pay for testing of new materials which have been installed in place of rejected materials.

1. The testing laboratory will furnish three copies of each report directly to the COR covering all of its determinations and conclusions. Reports will show all data customarily listed by the laboratory in reporting on quantities, qualities, and types of materials, together with their correlation with the project and applicable Specification Section.

END OF SECTION 01 04 00

CONSTRUCTION SCHEDULES 01 04 02 - 1

SECTION 01 04 02 CONSTRUCTION SCHEDULES

1.1 SUMMARY

A. Description: The work plan and schedule prepared by the contractor shall consist of a Gantt and Critical Path Math (CPM) chart(s) and logical narrative plan. The charts shall show all significant activities and shall include detailed activities when critical work is to be performed.

1.2 SUBMITTALS

A. Submittals required include, but are not necessarily limited to, the following:

1. Baseline construction schedule

2. Table of predecessors and successors

1.3 PRODUCTS

A. Diagrams -

1. Show the order of the activities.

2. Include construction activities, the submittal and approval of materials, samples and shop drawings, the procurement of critical materials and equipment, fabrication of special materials and equipment along with their installation and testing, and costs associated with each activity in the bar chart.

B. Progress Schedules. -Within 30 calendar days of contract award, the contractor shall submit the schedule and work plan. A Notice to Proceed will not be issued until the schedule is approved.

C. Three-week "Look Ahead" schedule - This schedule may be of the contractor's choosing, either bar chart or CPM form. Only activities scheduled to be occurring during the forecasted three week time periods are to be shown. Schedules shall be submitted weekly. Early and Late Start and Finish dates, and subcontractors involved are data to be included in the schedule.

1.4 EXECUTION

A. Review and Evaluation. - The Contractor shall participate in a review and evaluation of the proposed schedule with the COR. Any revisions necessary as a result of the review shall be re-submitted for approval of the COR within 14 days after the conference. The approved schedule shall then be used by the contractor for planning, organizing, and directing work, reporting progress, and requesting payment for work accomplished. If the contractor, thereafter, desires to make changes in the schedule, the COR shall be notified in writing, stating the reasons for the change. If the COR considers the change to be of a major nature, the contractor may be required to revise the schedule and submit it for approval, without additional cost to the government.

B. Monthly Update. - The contractor shall meet with the COR at monthly intervals to discuss the construction progress. If the project is behind schedule and requires a change in the schedule, the contractor shall submit a revised schedule with a description of the delaying factors and their impact, and an explanation of corrective actions taken or proposed.

C. Payment. - Each pay application shall show the activities or portions of activities completed during the reporting period, and their total value will be the basis for the contractor's periodic

CONSTRUCTION SCHEDULES 01 04 02 - 2

request for payment. Payment will be based on the total value of such activities completed or partially completed after verification by the Contracting Officer or Contracting Officer’s Representative.

D. Submission Requirements. - Schedule charts shall be on (minimum) 11" x 17" size paper. Update charts shall show the date of the latest revision. Schedule charts with revisions and monthly updates shall be submitted in both hard and soft copies.

E. Requirements for Schedule Chart. -

1. Activities.- The significant activities to be included in the schedule chart shall include, but not be limited to:

a) The milestones listed in 01 11 00 1.2. D.

b) Any system shutdowns or cut-overs

c) Any other significant activities that the contractor or FAA believes is necessary.

2. Format - Contractor should use Microsoft Project, cost loaded. A minimum of 30 activities should be included.

F. Shutdowns and Cut Over.

1. Mechanical Systems. - All shutdowns when permitted and cut overs of computer air handling units shall be coordinated with COR. Only one air handling unit shall be off and unavailable at any given time. Equipment shutdown and lock-out shall be accomplished by FAA personnel.

2. Electrical Systems. - New construction shall have no impact on the critical or essential electrical service at this facility. However, all electrical connections within live power panels will be scheduled with the COR at least 14 days in advance. All electrical connections to existing panels shall be coordinated with FAA personnel. Equipment shutdown and lock-out shall be accomplished by FAA personnel.

3. Startup - The contractor will complete initial startup testing and training.

G. Acceptance and Warranties.

The Contractor shall warranty labor, material, and equipment furnished by the various manufacturers in writing for period of two (2) years (or not less than the industry standard for the material specified, nor the manufacturer’s standard warranty period, whichever is greater) on building systems finishes or equipment from the date of final project acceptance by the FAA.

Mechanical equipment shall be warranted in writing for period of three (3) years, or not less than the manufacturer’s standard warranty period whichever is greater, from the date of final project acceptance by the FAA. The cost of any enhanced or extended warranties will be included in the contract sum.

END OF SECTION 01 04 02

SUMMARY OF WORK 01 11 00 - 1

SECTION 01 11 00 SUMMARY OF WORK

PART 1 - GENERAL

A. Scope of Work: These specifications, together with the referenced specifications, standards, and drawings specified in the contract documents cover the requirements for all work associated with the following:

1. Demolish existing pumps, motors, piping, valves, covers, electrical wiring, motor control panels, and hardware as for systems P-1/2, SEP-32A/B, SEW-1/2, and RW-1/2.

2. Clean existing sump basins, removing sand/dirt from bottom of pits.

3. Provide temporary restroom facilities or temporary pumping means during construction activities.

4. Install new pumps, motors, piping, valves, covers, electrical wiring, motor control panels, and hardware as for systems P-1/2, SEP-32A/B, SEW-1/2, and RW-1/2.

5. Install fluid level sensing means and incorporate with existing building DDCP network.

The work is located at the Jacksonville ARTCC, located in Hilliard, Florida

B. The General Contractor (GC) shall be expected to work Monday through Friday during the day time hours of 0800 AM to 0430 PM. Extensive coordination between the GC and FAA personnel shall be required at all times in order to maintain an operational facility. However, items of work which may impact the operation of the control room or the related National Air Space (NAS) equipment must be accomplished during off-peak hours (12:00 AM to 5:00 AM). This includes, but is not limited to the following:

a. Noisy work in the vicinity of the Control Room

b. Work which will emit or result in undesirable dust/odors in the vicinity of the Control Room

c. Work above and/or near NAS equipment

d. Work in electrical panels

C. FAA Holiday Moratorium: No work shall be scheduled or take place during the week of and the weekend preceding and following: The Thanksgiving, Christmas, and New Years Holidays. Only emergency work to restore critical services to the Facility will be considered and a moratorium waiver must be submitted and approved. The moratorium period will not be counted against the contract construction duration of the project. Additional moratoriums may occur for regional holidays and special events as required by the FAA.

D. FAA Holidays Observed – The FAA also observes the following Holidays:

1. Birthday of Martin Luther King, Jr.

2. Washington’s Birthday

3. Memorial Day

4. Independence Day

5. Labor Day

6. Columbus Day

7. Veterans Day

If the Contractor thinks that work will be required on any of these Holidays he will need to coordinate with the Contracting Officer Technical Representative (COTR) two weeks in advance. The Holidays

SUMMARY OF WORK 01 11 00 - 2

observance will not be counted against the contract construction duration of the project.

E. Intent of Specifications: This specification identifies all material, labor, and equipment required to perform this work. All work performed and all materials and equipment used are subject to approval by the Contracting Officer (CO) and /or the Resident Engineer (RE). This shall include but is not limited to inspection, scheduling, reporting and submittals.

F. Title: Titles to division and sections of the specifications and notes and titles on drawings referring to subcontractors, division of work by trade, or type of work, are introduced merely for convenience in reading the specifications and drawings and do not imply any separate contractual arrangements of work assignments. Such separations into titled divisions and sections shall not operate to make the Government an arbiter to establish subcontract limits between the contractor and subcontractors, or between the subcontractors themselves.

G. Contract Documents: The drawings form a part of the construction requirements for this project. The renovation of these systems shall be in accordance with the lines and grades shown on the drawings.

The Contractor shall not use dimensions scaled from drawings. All dimensions shown on the drawings shall be field verified by the contractor prior to any modifications and fabrications. Any discrepancies between the drawings and specifications and the existing conditions shall be referred to the CO for adjustment before any work affected is performed.

H. Precedence of Contract Documents: In the event of a difference between the following contract provisions, the order of precedence to determine which provision shall govern is:

1. Contract Clauses and Provisions

2. Project Specifications

3. Project Drawings

Any discrepancies between the contract provisions, the specifications and the contract drawings shall be referred to the CO for a written determination in accordance with Contract Clause entitled Order of Precedence.

I. Contracting Officer: The term "Contracting Officer" (CO) as used herein denotes the person designated to act on behalf of the Government in the performance of this contract. Where reference is made to "Federal Aviation Administration" (FAA), "Resident Engineer" (RE), "Contracting Officer's Representative" (COR), or the like, this shall mean the Contracting Officer or his/her authorized representative.

J. Contractor Superintendence: In accordance with Contract Clause entitled SUPERINTENDENCE BY THE CONTRACTOR, the Contractor shall at all times during performance of this contract and until the work is completed and accepted, directly superintend the work or assign and have on site a competent superintendent with the authority to act for the Contractor.

The Contractor shall submit a Project Organizational Chart with the key personnel identified and their qualifications for the Government’s review and approval.

1.2 SPECIAL REQUIREMENTS

A. Asbestos Containing Materials: No new materials supplied by the contractor for this construction shall contain asbestos or lead-based products. The contractor shall verify that all materials, including those supplied by third parties, are asbestos free and/or lead-based free materials.

1. Contractor certification requirements: The contractor shall provide to the Contracting Officer (CO) a signed and notarized document stating that to the best of his/her knowledge, no

SUMMARY OF WORK 01 11 00 - 3

asbestos containing or lead-based materials were used during the construction, renovation, and/or modernization of this facility.

2. Material Safety Data Sheets: The contractor shall submit Material Safety Data Sheets (MSDS) with all submittals for review and approval by the Contracting Officer. New materials found to contain asbestos and/or lead-based products will be automatically disapproved. Copies of all MSDS sheets shall be provided to the facility FAA personnel for the building records. The contractor shall comply with all health and safety provisions outlined in each MSDS and shall follow all OSHA guidelines regarding personnel protection.

3. Hazardous materials: If the FAA RE suspects the presence of asbestos or lead-based products in the new materials, the FAA will sample the suspect material to verify that no asbestos containing material or lead-based material were used. If these materials are found to contain asbestos or lead-based products, the cost of the survey and all subsequent removal/replacement of any hazardous materials shall be at the contractors’ expense.

B. Work plan and scheduling: Prior to the Contracting Officer issuing the Notice To Proceed (NTP), the contractor shall submit for approval a plan and schedule of his work. This schedule shall include all of the requirements as defined in Section 01 04 02 of this specification.

C. Sequence of work: The contractor shall be responsible for scheduling all aspects of the work and coordinating among the different trades involved in the project. The contractor shall follow the guidelines outlined in the sequence of work as described in the contract drawings. The Federal Aviation Administration has developed a list of milestones that the contractor shall be required to meet.

D. Construction Activities and Milestones: Construction Activities and Milestones below shall be included in the submitted schedule. They are provided for guidance, but are not intended to direct how and when contract activities shall be ordered or take place in the submitted schedule.

1. SUBMITTAL APPROVAL

2. ORDER LONG LEAD ITEMS

3. NOTICE TO PROCEED

a. Scheduled by the FAA’s Contracting Officer

4. ESTABLISH PROTECTION OF PERSONNEL AND EQUIPMENT

5. LOCATE ALL UTILITIES

6. DEMOLISH PUMP IN EMH-A & EMH-B

7. INSTALL NEW PUMP IN EMH-A & EMH-B, PIPING, ELECTRICAL AND

COMMISSIONING

8. DEMOLISH PUMP IN EMH-D & EMH-E

9. INSTALL NEW PUMP IN EMH-D & AMH-E, PIPING, ELECTRICAL AND

COMMISSIONING

10. DEMOLISH PUMP IN EMH-1

11. INSTALL NEW PUMP IN EMH-1, PIPING, ELECTRICAL AND COMMISSIONING

12. DEMO PUMPS IN EMH-K2 AND ELECTRICAL PANELS

13. INSTALL NEW PUMP IN EMH-K2 AND PROVIDE NEW ELECTRICAL PANELS

LOCATE INSIDE BUILDING.

14. CONTRACTOR ACCEPTANCE INSPECTION

15. CLOSEOUT JOB

E. Driveway Closures - Contractor shall maintain access to the loading dock at all times.

SUMMARY OF WORK 01 11 00 - 4

END OF SECTION 01 11 00

SUBMITTALS 01 33 00 - 1

SECTION 01 33 00 SUBMITTALS

Applicable provisions of this Section and other provisions and requirements of the Contract Documents apply to all sections, except as modified in Sections of Divisions 2 through 32.

1.2 RELATED REQUIREMENTS

A. SECTION 01 04 00: COORDINATION AND TESTING

B. SECTION 01 04 02: CONSTRUCTION SCHEDULES

C. SECTION 01 65 01: MATERIALS AND EQUIPMENT

D. SECTION 01 77 00: CONTRACT CLOSEOUT PROCEDURES

E. SECTION 01 78 36: WARRANTIES AND GUARANTEES

1.3 SUBMITTALS

Submittals required include, but are not necessarily limited to, the following:

A. Submittal Schedule and Log

B. Product Data

C. Shop Drawings

1.4 SUBMISSION REQUIREMENTS

A. Number of Copies: Submit in ample time for approval before installation. Unless otherwise noted, submit two (2) hard copies of documents to the Contracting Officer’s Representative (COR). The COR will retain one (1) hard copy. In addition to the hard copies, submit a soft copy. If additional copies are required, provide the quantity and submit additional copies to meet this requirement.

B. Time for Approval: Receive submittal approvals prior to starting the work. Time necessary for government approval or disapproval of samples, certificates, test reports, and shop drawings will not be more than 30 calendar days after receipt of a submittal. All materials installed in the work shall match the approved submittals. After a submittal has been approved, the COR will permit no substitutions without written approval. No extension of Contract Time will be authorized because of failure to transmit to the COR sufficiently in advance of the Work to permit processing.

C. Submittal Approval: The checking, marking or approval of the submittal by the FAA shall not be construed as a complete check, but will indicate only that the product or method of

SUBMITTALS 01 33 00 - 2

construction and detailing is satisfactory. Approval will not relieve the contractor of the responsibility for compliance with the specifications or for any error which may exist. The Contractor shall be responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work. Possible approval actions taken by the FAA include:

1. Approved as submitted: If "approved as submitted" is marked by the COR, each copy of the submittal will be identified as having received such approval by being stamped and dated. After submittal has been approved, the COR will permit no substitutions.

2. Approved as noted: If the COR marks "approved as noted" is marked, the submittal is satisfactory contingent upon Contractor acceptance of corrections, notations, or both, and if accepted, does not require resubmittal.

3. Not approved: If the COR marks "not approved", the submittal data does not meet job requirements and the Contractor must resubmit. If the submittal is disapproved, the Contractor shall resubmit the corrected material in the same quantity as specified for the original submittal. Correct disapproved submittals and resubmit for approval by the COR. Approval of resubmittals require an additional fourteen (14) calendar days.

4. Submittal Schedule - Identify within the Contractor’s Construction Schedule a schedule of submittals for shop drawings, material approval, etc., showing the dates when submittals will be submitted for the project.

a) Contents - On the schedule indicate the following information:

1) Schedule date for submittal

2) Related Section number.

3) Submittal category (Shop Drawings, Product Data, or Samples)

4) Name of the subcontractor (if applicable)

5) Description of the part of the Work covered.

5. Distribution: Following response to the initial submittal, print and distribute copies to the COR, Government, subcontractors, and other parties required to comply with submittal dates indicated. When revisions are made, distribute to the same parties. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.

6. Schedule Updates: Revise the schedule after each meeting or activity where revisions have been recognized or made.

D. Submittals: Submit shop drawings, material and equipment lists, and all other data required under various headings of these specifications necessary to permit commencement of work.

COR will return the submittals within 30 calendar days after receipt, indicating approval or disapproval.

SUBMITTALS 01 33 00 - 3

E. Construction Progress Schedule – The progress chart to be prepared by the Contractor pursuant to the Contract Clause entitled “SCHEDULES FOR CONSTRUCTION CONTRACTS” shall consist of network analysis system, or pertchart (barchart). The contractor shall be required to complete the work within the contract time limits after receipt of Notice to Proceed excluding the FAA holiday moratorium as specified in section 01 11 00.

1. Contractor should use Microsoft Project, cost loaded. A minimum of 30 activities should be included.

2. The diagram shall show a continuous activity flow from left to right. The diagram shall show the sequence in which the work is to be accomplished as planned by the Contractor.

3. Dates shall be shown on the diagram for start of the project, any milestones required by the contract, and contract completion.

4. The critical path shall be clearly identified.

5. Network activities shown shall include submittal and review of shop drawings and samples and procurement of materials and construction activities.

6. Government activities that affect progress shall be shown. These include but are not limited to: Notice-to-Proceed, approvals, and inspections.

NO PHYSICAL CONSTRUCTION WORK AT THE SITE MAY TAKE PLACE UNTIL THE

CONTRACTOR SUBMITS AND THE GOVERNMENT APPROVES THE SCHEDULE.

Government review of schedule submittal(s) will not exceed 30 calendar days. Resubmittal, if necessary shall not exceed fourteen (14) calendar days.

F. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.

1. Transmittals: All submittals shall be accompanied by transmittal letters identifying the contents of the submittal. It shall be clearly indicated on the transmittal letter with a statement and signature of the Contractor that the submittal item was verified for compliance with the contract requirements and approved by the Contractor. Transmittal letters shall consist of one original.

2. Contents: Submittals shall be complete and detailed and assembled into sets. Lack of completeness or clarity or inadequate description will be justification for disapproval. Submittals shall bear the following information:

a) Name of project or facility and contract number;

b) Date of submission;

c) Contract drawing number and latest revision;

d) Specification page and paragraph number;

e) Name of contractor and subcontractor or supplier/manufacturer;

f) Clearly identified contents and location of work;

g) Any proposed variances to specification requirements;

h) Contractor’s approval certifying he checked and coordinated the work of other trades.

1.5 SHOP DRAWINGS

A. Applicable Materials:

SUBMITTALS 01 33 00 - 4

B. Presentation: Present drawings in a clear and thorough manner. Identify details by reference to sheet and detail, building wing and section shown on contract drawings.

1. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings.

Standard information prepared without specific reference to the Project is not a Shop Drawing.

2. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings.

C. Contents: Provide the following information on each submittal:

1. Submittal number (paragraph 2.1 of this Section) and identify as "Part A" or "Part B" item

2. Date of submission

3. Name of project and facility (full name)

4. Name of Contractor or Subcontractor

5. Reference to drawing number (with revision, if applicable) and/or specification section.

6. Clearly identify contents and location of work.

7. Contractor's approval certifying he checked and coordinated the work of other trades.

8. Dimensions.

9. Identification of products and materials included by sheet and detail number.

10. Compliance with specified standards.

11. Notation of coordination requirements.

12. Notation of dimensions established by field measurement.

13. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit

Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 36 by 48 inches.

D. Submittal: Submit black-line prints for the COR's review. Submit five copies, of which three will be retained by the COR.

1. One of the prints returned shall be marked up and maintained as a "Record Document."

2. Do not use Shop Drawings without an appropriate final stamp indicating action taken.

1.6 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system.

Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, Material Safety Data Sheets (MSDS), standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves, for all materials brought on site.

B. Preparation

1. Clearly mark or highlight each copy to identify pertinent site specific products or models the Contractor intends to use

SUBMITTALS 01 33 00 - 5

2. Highlight/clearly indicate all performance characteristics and capacities

3. Highlight/clearly indicate all dimensions and clearances required

C. If the submittal is not clearly marked, regarding the above pertinent data, the submittal will be returned marked "DISAPPROVED".

1.7 WARRANTIES/GUARANTIES

A. Assemble two (2) copies with original signatures of warranties executed by each of the respective manufacturers, suppliers, and subcontractors into a warranty book and prepare a Table of Contents.

B. Additional Data - Provide complete information for each item, include the following:

1. Product or work team

2. Firm, with name of principal, address, and telephone

3. Scope

4. Effective dates of warranty based on Final Acceptance of the item.

5. Information for owner's personnel on proper procedures to evoke the warranty in case of failure and instances which might affect the validity of warranty

C. Warranties - Effective after project completion and acceptance by the FAA.

1.8 CERTIFICATES

A. Assemble certificates executed by each of the respective manufacturers, suppliers, and subcontractors.

B. Additional Data - Provide complete information for each item to certify compliance with contract documents.

1. Product or work item

2. Firm, with name of principal

3. Scope of compliance

4. Signature by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company.

PART 2 – MATERIAL

NOT USED

PART 3 – EXECUTION

3.1 GENERAL

Submittals are required for, but not limited to, the items listed in the specifications or on the drawings.

The following is a partial list of submittals required: Schedules, Manufacturer's Literature, Shop Drawings, Samples, Test Reports, Warranties, Certificates, Design Calculations, MSDS, and Installation Instructions. This list should not be construed as a complete list of all submittals required.

Submittal dates shall comply with this specification unless a more stringent date is specified.

Substitutions and all requested changes will require a submittal.

SUBMITTALS 01 33 00 - 6

3.2 SCHEDULE FOR CRITICAL SUBMITTALS

A. Process after the construction contract has been awarded and prior to NTP:

All Critical Submittals are due 30 calendar days after the contract has been awarded. The construction Notice to Proceed (NTP) will not be issued until all critical submittals are approved.

1. Section 01 04 02 – Construction Progress Schedule

2. Section 01 33 00 – Submittal Schedule

3. Section 01 33 00 – Submittal Log

4. Section 01 52 16 – Contractor’s Safety Plan

5. Section 22 14 29 – Sump Pump

B. No later than two weeks after the contract has been awarded, the Contractor shall be available to participate in a meeting/telecom with the Contracting Officer, Contracting Officer’s Representative and Office Project Engineer to discuss and coordinate the following:

1. Contractor’s FAA point of contact for submitting the Critical Submittals.

2. Discuss the submittal process and forms.

3. Discuss process and forms for request of FAA security badges.

4. Discuss the proposed date for Notice to Proceed (NTP)

END OF SECTION 01 33 00

SAFETY REQUIREMENTS 01 52 16 - 1

SECTION 01 52 16 - SAFETY REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY

A. This section identifies some of the requirements of the OSHA Construction Standard.

B. Formulation of a site specific safety plan

1.2 CONTRACTOR RESPONSIBILITY

A. General Safety Provisions: The Contractor shall bear full responsibility to provide safe working conditions for its employees and Contractors. The Contractor shall not permit any employee or Subcontractor to work in surroundings or under working conditions that are unsanitary, hazardous, or dangerous to the health and safety of the employee.

B. Accident Prevention: The Contractor shall bear the responsibility of maintaining an accident prevention program such that frequent and regular inspections of the job site, materials and equipment are made by a competent person designated by the employer.

C. Use of Equipment: The Contractor shall not permit the use of any machinery, tool, material, or equipment that is not in compliance with OSHA regulations. The employer shall permit only those employees qualified by training and/or experience to operate equipment and machinery.

1.3 SUBMITTALS

A. Submittals required include, but are not necessarily limited to, the following:

1. Contractor Safety Plan

2. Records

i. Daily Confined Space Entry Permit. Submit one copy of each permit attached to each Daily Production Report.

1.4 CONTRACTOR RESPONSIBILITY

A. The FAA shall not be held responsible for safety inspections to assure Contractor conformance with the OSHA safety regulations. The FAA, however, reserves the right to notify the Contractor of any deficiencies regarding worker safety.

B. The FAA will evaluate the Contractor on its safety performance, including that of its Subcontractors. The number and severity of safety and security violations will be considered in this evaluation. Contractor safety violations are cause for termination for default, may result in notification of the Contractor’s bonding company, and will affect the Contractor’s opportunity to propose on future work. Failure to correct such deficiencies may impact the Contractor’s ability to work on future FAA contracts.

SAFETY REQUIREMENTS 01 52 16 - 2

1.5 OSHA REGULATIONS

A. The Contractor shall comply with the latest Occupational Safety and Heath Administration regulations (CFR 29 Part 1926) regarding safety in the work area.

B. The Contractor shall be responsible for obtaining copies of non-FAA referenced documents without additional cost to the FAA. If Contractor requests a copy of FAA directives, they may be obtained by contacting the Contracting Officer.

C. The Contractor is not relieved from adhering to other OSHA requirements not listed herein.

The Contractor shall consult the latest referenced OSHA documents for safety regulations.

1. Documents:

a) OSHA Documents:

1) CFR 29 Part 1926 Safety and Health Regulations for Construction

2) CFR 29 Part 1910 General Industry Standards Applicable to Construction Industry

b) FAA Documents:

1) FAA Order 3900.49 Control of Hazardous Energy During Maintenance, Servicing and Repair

1.6 SAFETY PLAN

The contractor must develop and implement a site specific comprehensive Health and Safety Plan (HASP) based on the scope of work, for his or her employees as well as others in the area and the properties around. It shall cover all aspects of onsite construction operations and activities associated with the contract. This plan must comply with 29 CFR 1926, FAA Order 3900.19B, other applicable health and safety regulations and any project-specific requirements. The contractor must provide the Contracting Officer with a copy of this plan. Acceptance of the contractor's HASP only signifies that the plan generally conforms to the requirements of the contract. It does not relieve the contractor of the responsibility for providing with a safe and healthful work environment. At a minimum the HASP shall address the following:

A. Workplace address

B. Name and address of the principal contractor

C. Key Personnel, phone numbers and addresses

D. Estimated duration of the work

E. Hazard assessment and identification of the hazards in the scope of work

F. Mitigation of hazards and proposed control measures for the risks

G. Hazard Communication methods

H. How the controls will be implemented

I. Personal Protective Equipment

J. Training

K. Temperature Extreme

SAFETY REQUIREMENTS 01 52 16 - 3

L. Medical Surveillance

M. Exposure Monitoring and Air Sampling

N. Site Control

O. Emergency Response/Contingency Plan

P. Emergency Action Plan

Q. Confined Space Entry

R. Spill Containment

S. Documentation and Record Control

T. Arrangements for monitoring and reviewing controls

U. Lock-out and Tag-out

The plan must be written so it is easy to understand, signed and dated by the General Contractor. It must be available for the length of the project. The General Contractor cannot allow work to start unless the plan has been discussed with or a copy given to all relevant people and the plan is readily available for inspection. The plan must be amended if there are changes in how risks will be managed. The General Contractor must inform any affected person of the change.

PART 2 – MATERIAL

2.1 PERSONNEL PROTECTIVE EQUIPMENT

A. Special facilities, devices, equipment and similar items used by the Contractor in execution of the Work shall comply with 29 CFR Part 1910, Subpart I and other applicable regulations.

2.2 HAZARDOUS MATERIALS

A. The Contractor shall bring to the attention of the COR any material encountered during execution of the Work that the Contractor suspects is hazardous.

B. The COR shall determine whether the Contractor shall perform tests to determine if the material is hazardous.

2.3 CONFINED SPACE SIGNAGE

A. Provide permanent signs integral to or securely attached to access covers for new confined spaces. Signs wording: “DANGER—PERMIT REQUIRED CONFINED SPACE – DO NOT ENTER –“ on bold letters a minimum of one inch in height and constructed to be clearly legible with all paint removed. The signal word “DANGER” and shall be red and readable from 5 feet.

SAFETY REQUIREMENTS 01 52 16 - 4

PART 3 – EXECUTION

3.1 CFR 29 PART 1926 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION

A. This section contains a partial listing of the referenced OSHA standards. The Contractor is responsible for adhering to all applicable regulations including those not specifically referenced herein.

1. Subpart D (Occupational Health and Environmental Controls): Contractor shall furnish adequate supply of potable water in containers clearly marked as potable water. Containers containing non-potable water shall be clearly marked. Contractor shall furnish toilet facilities based on the number of employees present on the job-site. A minimum of 1 facility is required for less than 20 employees. See CFR 29 Part 1926 Subpart D for complete requirements.

2. Subpart E (Personal Protective Equipment): The Contractor shall provide adequate protection for the head, hearing, and eyes for all employees working in an area where hazards to the head, ear and eyes exist. See CFR 29 Part 1926 Subpart E for complete requirements.

3. Subpart I (Tools): All hand tools and power tools and similar equipment whether furnished by the Contractor or the employee shall be maintained and operated in a safe condition. Personal protection shall be used when applicable. The use of tools shall be limited to the intended use of said tools. See CFR 29 Part 1926 Subpart I for complete requirements.

4. Subpart K (Electrical): The Contractor shall furnish ground fault protection for all electrical equipment used on the jobsite. Extension cords shall be three wire ground in good shape. Installation of the facilities will require energizing numerous circuits.

The Contractor shall protect against electrical shock by methods such as posting warning signs, supplying insulated gloves, locking out and tagging de-energized circuits, and other similar methods. See CFR 29 Part 1926 Subpart K for complete requirements.

3.2 CFR 29 PART 1910 - GENERAL INDUSTRY STANDARDS APPLICABLE TO CONSTRUCTION

INDUSTRY

A. This section contains a partial listing of the referenced OSHA standards. The Contractor is responsible for adhering to all applicable regulations including those not specifically referenced herein.

1. Section 1910.147: Contractor shall maintain a written hazardous energy control procedure in accordance with CFR 29 1910.147. The written procedure shall describe contractor's responsibilities regarding shift changes or personnel changes. A specific coordinated lockout/tagout procedure shall be recorded in writing and signed by the Contractor and Contracting Officer with copies to each party.

2. Section 1910.120: The Contractor shall develop and implement an Emergency Response and Contingency Plan in accordance with OSHA Standard 29 CFR

1910.120. In the event of an emergency associated with remedial action, the Contractor shall, without delay, take diligent action to remove or otherwise minimize the cause of the emergency; alert the Contractor; and institute whatever measures

SAFETY REQUIREMENTS 01 52 16 - 5

might be necessary to prevent any repetition of the conditions of actions leading to, or resulting in, the emergency. Emergency contact names and telephone numbers shall be posted at all project phones and in site-support vehicles as well as included within the plan.

3.3 EMERGENCY SUSPENSION OF WORK

A. When the Contractor is notified by the COR of non-compliance with the safety or health provisions of the Contract, the Contractor shall immediately, unless otherwise instructed, correct the unsafe or unhealthy condition.

1. If the Contractor fails to comply promptly, all or part of the Work will be stopped by notice from the COR.

2. When, in the opinion of and by notice given by the COR satisfactory corrective action has been taken by the Contractor, work shall resume.

3. The Contractor shall not be allowed any extension of time or compensation for damages in connection with a work stoppage for an unsafe or unhealthy condition.

3.4 PROTECTION OF PERSONNEL

A. The Contract shall take all necessary precautions to prevent injury to the public, occupants, or damage to property of others. The public and occupants includes all persons not employed by the Contractor or a subcontractor.

B. Wherever practical, the work area shall be fenced, barricaded or otherwise blocked off from the public or occupants to prevent unauthorized entry into the work area.

1. Provide traffic barricades and traffic control signage where construction activities occur in vehicular areas.

2. Corridors, aisles, stairways, doors and exitways shall not be obstructed or used in a manner to encroach upon routes of ingress or egress utilized by the public or occupants, or to present an unsafe or unhealthy condition to the public or occupants.

3. Store, position and use equipment, tools, materials, scraps and trash in a manner that does not present a hazard to the public or occupants by accidental shiftings, ignition or other hazardous activity.

4. Store and transport refuse and debris in a manner to prevent unsafe and unhealthy conditions for the public and occupants. Cover refuse containers, and remove refuse on a frequent regular basis acceptable to the COR. Use tarpaulins or other means to prevent loose transported materials from dropping from trucks.

C. Work in Manholes: Contractor shall provide mechanical ventilation for all work accomplished in manholes, unless other hazards are present like friable asbestos.

D. Work in Confined Spaces: Comply with the requirements in Section 06.I of COE EM- 385-1-1. Any potential for a hazard in the confined space requires a permit system to be used.

SAFETY REQUIREMENTS 01 52 16 - 6

1. Entry Procedures. Prohibit entry into a confined space by personnel for any purpose, including hot work, until the qualified person has conducted appropriate tests to ensure the confined or enclosed space is safe for the work intended and that all potential hazards are controlled or eliminated and documented. (See Section 06.I.05 of COE EM-385-1-1 for entry procedures.) All hazards pertaining to the space shall be reviewed with each employee during review of the AHA.

2. Forced air ventilation is required for all confined space entry operations and the minimum air exchange requirements must be maintained.

3. Ensure the use of rescue and retrieval devices in confined spaces greater than 5 feet in depth. Conform to Sections 06.I.09, 06.I.10 and 06.I.11 of COE EM-385- 1-1.

4. Include training information for employees who will be involved as entrant attendants for the work. Conform to Section 06.I.06 of COE EM-385-1-1.

5. Entry Permit. Use ENGFORM 5044-R or other form with the same minimum information for the Daily Confined Space Entry Permit, completed by the qualified person. Post the permit in a conspicuous place close to the confined space entrance.

3.5 ENVIRONMENTAL PROTECTION

A. Dispose of solid, liquid and gaseous contaminants in accordance with local codes, laws, ordinances and regulations.

B. Comply with applicable federal, state and local noise control laws, ordinances and regulations, including but not limited to 29 CFR 1910.95 and 29 CFR 1926.52.

PART 4 – QUALITY ASSURANCE (NOT USED)

* * * END OF SECTION 01 52 16 * * *

MATERIALS AND EQUIPMENT 01 65 01 - 1

SECTION 01 65 01 MATERIALS AND EQUIPMENT

A. General: Material and equipment…

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