Attachment J-03 EVV Chiller Replacement Phase II Specifications.pdf

March 30, 2019

EVV ATCT

EVANSVILLE REGIONAL AIRPORT

EVANSVILLE, INDIANA

CHILLER REPLACEMENT PROJECT PHASE-II

SPECIFICATIONS

Prepared by: ATO Tech Ops Engineering Services Chicago CSA Terminal/Surveillance/Weather Engineering Center

FEDERAL AVIATION ADMINISTRATION

TABLE OF CONTENTS TOC - 1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL PARAGRAPHS

01 10 00 SUMMARY OF WORK

01 14 00 CONDITIONS AFFECTING WORK

01 31 19 PROJECT MEETINGS

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTORLS

01 52 16 SAFETY REQUIREMENTS

01 71 33.10 PROTECTION OF WORK

01 74 13 CONSTRUCTION CLEANING

01 74 23 FINAL CLEANING

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 36 WARRANTIES AND GUARANTEES

01 78 39 PROJECT RECORD DOCUMENTS

DIVISION 02 – EXISTING CONDITIONS

02 41 19 SELECTIVE DEMOLITON

DIVISION 23 – MECHANICAL

23 00 00 MECAHNICAL GENERAL PROVISIONS

23 05 19 METERS AND GAGES

23 05 93 TESTING, ADJUSTING AND BALANCING

23 14 10 PIPE AND PIPE FITTINGS

23 64 27 AIR COOLED WATER CHILLERS

END OF TABLE OF CONTENTS

GENERAL PARAGRAPHS 01 00 00 -1

SECTION 01 00 00- GENERAL

PARAGRAPHS PART 1 - GENERAL

1.1 PRE BID SITE VISIT

A. The offerer is required to examine the areas of the proposed work to verify existing conditions, quantities and site characteristics inherent to the work involved. The submission of a proposal will be considered prima facie evidence that the offerer has made such examination and is satisfied as to the conditions to be encountered in performing the work. For access to the site, contact the Contracting Officer indicated in the solicitation.

1.2 TIME FOR COMPLETION

A. The work shall be completed within the time period defined in the General Contract.

1.3 PLANS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS

A. The requirements of AMS Clause 3.2.2.3-33, Order of precedence and AMS Clause 3.2.2.3- 60, Specifications, Drawings, and Material Submittals shall apply.

B. Plans showing general outlines and details necessary for a comprehensive understanding of the work form a part of the Contract Documents. All work under the Contract shall be performed in all respects in compliance with the requirements of the Contract Documents.

C. The Contract Documents provide for a complete work, and may have been prepared in divisions of various crafts, trades and other categories of work. The Contractor is responsible for the performance of all work under the Contract regardless of any such divisions, and shall ensure that all of the work is performed and completed.

D. The FAA will provide the Contractor with Portable Document Format (PDF) versions of the construction plans and specifications marked for the Contractor’s use during the execution of the Contract. The Contractor may reproduce these documents for its use during the performance of the work under this Contract.

E. The Contractor shall maintain at the Site at all times at least one (1) hard copy of Plans, Technical Specifications together with at least one (1) complete hard copy set of approved Shop Drawings and approved samples.

F. The Contract, Plans, Specifications, and all referenced standards cited are essential parts of t h e Contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work.

G. In the event of any conflicts ambiguities, or discrepancies among the Contract Documents, the precedence in resolving such conflicts, ambiguities, or discrepancies shall be as follows:

GENERAL PARAGRAPHS 01 00 00 -2

1. The Schedule of Bid Items

2. Representations and other instructions

3. Contract Clauses (also referred to General Conditions)

4. Contract modifications

5. Addenda

6. General Conditions shall govern over Division 1, Technical Specifications and Plans.

7. Division 1 shall govern over Technical Specifications and Plans.

8. Technical Specifications shall govern over Plans.

9. On the Plans, calculated or figured dimensions shall govern over scaled dimensions.

10. Subject to the foregoing provisions of this paragraph, the more stringent requirements shall apply in the event any conflicts cannot be resolved by applying the order of precedence.

H. The Contractor shall not take advantage of any apparent error, omission, discrepancy, or ambiguity on the Plans or Specifications. If any error, omission, discrepancy, or ambiguity is found by the Contractor in the Plans or Technical Specifications, the Contractor shall refer the same to the Contracting Officer (CO) for his or her interpretation and decision, and such decision shall be final.

I. The CO shall have the right to correct apparent errors or omissions in the Plans and Technical

Specifications and to make such interpretations as he or she may deem necessary for the proper fulfillment of the Contract Documents. During the course of the work, should any conflicts, ambiguities, or discrepancies be found that are not addressed or any discrepancies between the Plans and the Technical Specifications to which the Contractor has failed to call attention before submitting the offer, then the CO will interpret the intent of the Plans and Technical Specifications and the Contractor hereby agrees to abide by the CO’s interpretation and agrees to carry out the work in accordance with the decision of the CO. In such event the Contractor will be held to have included in the offer the most expensive material and/or method of construction.

J. When a material, article, or equipment is designated by a brand name, and more than one brand name is listed, it will be understood that the design is based on one of the brand name listed products. The contractor will be responsible for all coordination necessary to accommodate the material, article, or equipment actually being provided without additional cost to the government.

K. The organization of the contract Documents into divisions, sections and articles, and the arrangement of Drawings does not restrict or limit the Contractor in dividing the Work among Subcontractors or in establishing the extent of work to be performed by any trade.

L. Product and Reference Standards:

1. When descriptive catalog designations including manufacturer’s name, product brand name, or model number are referred to in the Contract Documents, such designations shall be considered as being those found in industry publications of current issue on the date of the first advertisement for offers.

2. When standards of the Federal Government, State Department of Transportation, Standards Organization such as ASTM, AASHTO, AWS, or ANSI, trade societies, or trade associations are referred in the Contract Documents by specific date of issue, these

GENERAL PARAGRAPHS 01 00 00 -3

shall be considered a part of this Contract. When such references do not bear a date of issue, the current published edition on the date of the first advertisement for offers shall be considered as part of the Contract.

3. Where in the Contract Documents an item is identified by a particular manufacturer’s name, model or other code it shall be interpreted to include other manufacturers’ product of like and equal quality whether the words “or equal” are included or not.

4. Wherever a particular manufacturer’s product is required, to the exclusion of all others, appropriate language is included in the Contract Documents.

5. Wherever the terms, “as directed”, “ordered”, “permitted”, “designate”, “as approved”, “approved equal”, “or equal”, “acceptable” and other words of similar meaning which authorize an exercise of judgement are used in the Contract Documents, such judgment shall be vested only in the Architect/Engineer and/or the FAA.

1.4 CONFORMITY WITH PLANS ANDSPECIFICATIONS

A. No deviation from the Plans, Technical Specifications and other Contract Documents shall be permitted without the prior written approval of the CO.

1.5 SUPERVISION AND CONSTRUCTION PROCEDURES

A. At all times during performance of this contract, and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the CO and has the authority to act for the Contractor.

B. The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work under the Contract including coordination of the duties of all trades, unless the Contract Documents give other specific instructions concerning these matters.

C. The Contractor shall control its operations and those of its Subcontractors and Suppliers to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration.

D. Contractor shall lay out all work well enough in advance to avoid conflicts or interferences with other work in progress so that in case of interference the layout may be altered to suit the conditions, prior to the installation of any work and without additional cost to the FAA. The contractor shall be responsible to coordinate all work and take all action as required to avoid conflicts between trades.

E. Immediately prior to the start of each shift the contractor shall discuss all planned activities for that shift with the COR.

GENERAL PARAGRAPHS 01 00 00 -4

1.6 CORRESPONDENCE

A. Contract correspondence shall be directed to the CO with a copy to the COR. Submittals will be sent direct to the COR with a copy of the transmittal letter to the CO.

1.7

LIST OF SUBCONTRACTORS

A. The Contractor shall, within 10 calendar days after award, furnish to the CO with a copy to the COR, a list of subcontractors showing the type of work each will perform. If all subcontracts have not been awarded when the initial list is submitted, the Contractor shall update the list.

1.8

PRECONSTRUCTION CONFERENCE

A. The CO will arrange a conference at the project location, as soon as practicable after award of a contract. It will be mandatory that the Contractor or his designated representative attends in person.

1.9

WORK NOT INCLUDED

A. Items noted on the drawings, details, or schedules as "NIC” (Not in Contract) are not included in this contract.

1.10 CHANGED CONDITIONS

A. Wherever changed conditions as defined in Contract Clause entitled, "Changes and Changed Conditions" are encountered, and wherever conditions exposed during the course of the work necessitate a change from quantities indicated or specified as either estimated quantities or as a basis for offers, whether or not provision for a change in price for such variation is specified, the CO must be notified in writing and written directions to do so must be obtained before quantities stated in the contract documents are exceeded.

1.11 EXISTING WORK

A. The disassembling, disconnecting, cutting, removal, or altering in any way of existing work shall be carried on in such a manner as to prevent injury or damage to all portions of existing work, whether they are to remain in place, be re-used in the new work, or be salvaged and stored.

B. All portions of existing work which have been cut, damaged, or altered in any way during construction operations shall be repaired or replaced in kind in an approved manner to match existing or adjoining work. All work of this nature shall be performed by the Contractor at his expense and shall be as directed. Existing work shall, at the completion of all operations, be left in a condition as good as existed before the new work started.

GENERAL PARAGRAPHS 01 00 00 -5

1.12 MATERIALS AND EQUIPMENT TO BE SALVAGED

A. Except where specifically specified otherwise herein, or designated on the drawings, all existing materials and equipment which are required to be removed or disconnected to perform the work but are not indicated or specified for use in the new work, shall become the property of the Contractor and shall be disposed of properly. The Government may elect to salvage any or all materials removed by the Contractor by giving prior notice and pricing up materials at job site.

1.13 PARTIAL OCCUPANCY OR USE

A. The FAA may occupy or use any completed or partially completed portion of the Work at any stage and, if the FAA chooses such partial occupancy, the Contractor and FAA shall designate by an agreement the conditions of such partial occupancy. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the FAA and Contractor have accepted in writing the responsibilities assigned to each of them by the COR for payments, retainage if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. Consent of the Contractor to partial occupancy or use by the FAA shall not be unreasonably withheld.

1.14 LOCATION OF SERVICES

A. The FAA does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the drawings. Any inaccuracy or omission in such information must not relieve Contractor of its responsibility to protect such existing features from damage or unscheduled interruption of service.

1.15 UNCOVERING AND CORRECTION OF WORK

A. Uncovering Work

1. If any portion of the Work is covered contrary to the COR 's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the COR be uncovered for his observation and be recovered (if corrections are not required) or be corrected, if applicable, at the Contractor's expense without change in the Contract Time.

2. If a portion of the Work has been covered which the COR or any applicable governmental authority has not specifically requested to observe prior to its being covered, the COR may request to see such Work and it shall be uncovered by the Contractor. If such work is in accordance with the Contract Documents, costs of uncovering and restoration shall, by appropriate Change Order, be charged to the FAA.

If such Work is not in accordance with the Contract Documents, the Contractor shall pay such costs unless the condition was caused by the FAA or a separate contractor in which event the FAA shall be responsible for payment of such costs.

GENERAL PARAGRAPHS 01 00 00 -6

B. Correction Of Work

1. The Contractor shall promptly correct Work rejected by the COR or any governmental authority that fails to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, including additional testing and inspections and compensation for the COR 's services and expenses incurred by the FAA.

2. If, within two years after the date of Substantial Completion of the Work or designated portion thereof, or after the date for commencement of warranties established above, or by terms of an applicable special warranty required by the Contract Documents, any of the work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the FAA to do so unless the FAA has previously given the Contractor a written acceptance of that specific condition. This period of two years shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. This obligation shall survive acceptance of the Work under the Contract and termination of the Contract. The FAA shall give such notice within a reasonable amount of time after discovery of the condition.

3. The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the FAA.

4. If the Contractor fails to correct nonconforming Work within a reasonable time, the FAA may correct it in accordance with General Provisions. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from the COR, the FAA may correct or remove such nonconforming work and all costs for such corrections or removals shall be assessed against the Contractor.

5. The Contractor shall bear the cost of correcting destroyed or damaged Work, whether completed or partially completed, of the FAA or separate contractors caused by the Contractor's performing correction or removal of Work which is not in accordance with the requirements of the Contract Documents.

6. Nothing contained herein shall be construed to establish a period of limitation with respect to other obligations that the Contractor might have under the Contract Documents. Establishment of the time period of two years as described above relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability and damages with respect to the Contractor's obligations other than specifically to correct the Work.

C. Acceptance Of Nonconforming Work

1. If the FAA prefers to accept Work that is not in accordance with the requirements of the Contract Documents, the FAA may do so instead of requiring its removal or correction. If the FAA accepts the Work under such circumstances, the Total Contract

GENERAL PARAGRAPHS 01 00 00 -7

Price will be reduced in an equitable manner as determined by the Contracting Officer, whether or not final payment has been made.

D. Terms and Conditions” and “Contract Clauses”

1. Wherever a reference to a clause of the General Provisions or General Conditions occurs in the technical section of the specifications, it shall be taken to mean the “Terms and Conditions” and “Contract Clauses” having the same title as the referenced General Provisions or General Conditions clause.

1.16 COOPERATE WITH AGENCIES

A. Cooperate with the FAA public or private utility service, or a utility service of another government agency that may be authorized by the FAA to construct, reconstruct, or maintain such utility services or facilities during the progress of the work. Control operations to prevent the unscheduled interruption of such utility services and facilities.

1.17 NOTICE TO FAA/OPERATORS

A. Prior to commencing the work in the general vicinity of an existing utility service or facility, Contractor shall notify each FAA/operator in writing of activities that might affect its interests.

If, in Contractor’s opinion, the FAA/operator’s assistance is needed to locate the utility service or facility or the presence of a representative of the FAA/operator is desirable to observe the work, such advice should be included in the notification. Furnish a copy of such written notices to COR.

1.18 DAMAGE TO SERVICES

A. Should Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, it shall immediately notify in writing the FAA/operator, appropriate public safety authorities, and the COR and shall take all reasonable measures to prevent further damage or interruption of service. Cooperate with the utility service or facility FAA and the COR continuously until such damage has been repaired and service restored.

1.19 FAILURE TO PROTECT PROPERTY

A. Contractor shall not be entitled to any extension of time or compensation on account of

Contractor’s failure to protect all facilities, equipment, materials and other property as described herein. All costs in connection with any Improvements or restoration necessary or required by reason of unauthorized obstruction, damage, or use shall be borne by Contractor.

1.20 UTILITY CONTRACTOR LICENSINGREQUIREMENTS

A. Contractor shall comply with all state and local requirements for construction of utilities.

1.21 ASBESTOS FREE CERTIFICATION

GENERAL PARAGRAPHS 01 00 00 -8

A. FAA policy is to construct all new facilities without asbestos containing products. The Contractor shall provide a letter on his company’s standard letter head stating that to the best of his knowledge no product or material used on this project contains asbestos. The statement shall include the name of the project and the contract number and shall be signed by an officer of the company. The statement shall be furnished within 10 calendar days of the beneficial occupancy date. Submission of this statement is a calendar days of the beneficial occupancy date. Submission of this statement is a calendar days of the beneficial occupancy date.

Submission of this statement is a condition for final payment under the contract.

B. Verification: If the FAA suspects the presence of asbestos, tests shall be performed on the material or product at the FAA’s expense. If it is determined that the product or material does contain asbestos, then the contractor shall remove the product or material and replace at his own expense including the expense of the testing and any retesting that may be necessary.

C. Non – Compliance: If the Contractor fails to provide the above statement, then the FAA shall have a complete building survey performed by a qualified testing firm and the costs deducted from the contractor’s final payment.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION 01 00 00

01 10 00 - 1 SUMMARY OF WORK

SECTION 01 10 00 - SUMMARY OF WORK PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Work phases.

4. Work under other contracts.

5. Products ordered in advance.

6. FAA-furnished products.

7. Use of premises.

8. FAA's occupancy requirements.

9. Work restrictions.

10. Specification formats and conventions.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Scope of Work.- Offerer must perform a site visit to verify existing conditions and all dimensions (V.I.F.) Furnish all labor, equipment, materials, supplies, permits, and transportation required to perform the work in accordance with drawings and specifications. Work consists of, but is not limited to, the following:

1. Replacement of two (2) outdoor 30-ton air-cooled chillers (CH-1 & 2) with two (2) new 20-ton chillers and associated accessories.

2. Field verify dimensions of existing chiller systems to assure fit in regards to transportation through existing spaces and installation on existing pad. In addition, field verify replacement of equipment compatibility with existing electrical wirings and connections.

3. Remove LON communication card from existing 30-ton chillers and re-install into new 20-ton chiller control modules and integrate card to existing building automation system (BAS) to function as a true open network.

4. Install chiller control accessories, including but not limited to, electric isolation valves, unions, and valve strainers. Install commination control wiring for CH-1 and CH-2 electric isolation valve and programmed with facility building automation system.

5. Replace affected chilled water system piping and valve insulation to match existing.

6. Test and balance (TAB) water flow according to reference drawings or to rated equipment capacity. Submit air/balance report to the COR.

7. Perform HVAC control system testing and performance verification of system.

01 10 00 - 2 SUMMARY OF WORK

8. Provide chillers and HVAC training with facility personnel. Coordinate two weeks in advance with COR prior training.

9. Reconnect all wiring and grounding. Requirements shall be per the latest National Electric Code and FAA Specification FAA-C-1217G.

1.3 CONTRACT METHOD

A. A firm fixed price construction contract will be awarded to perform this work.

1.4 WORK BY OTHERS

A. Work of the Project which will be executed by others is designated N.I.C.

1.5 WORK SEQUENCE

A. Construction Work stages shall be defined by the General Contractor.

1.6 CONTRACTOR USE OF PREMISES

A. Assume full responsibility for protection and safekeeping of project materials under this Contract.

B. Obtain and pay for use of additional storage or work areas needed for operations under this Contract.

C. Parking is not allowed along existing roads or within portions of the site used for active FAA operations.

1.7 ACCESS TO SITE

A. The Contractor shall submit for approval the material, equipment, storage and parking areas. The Contractor shall not permit any unauthorized construction personnel or traffic on the site. The Contractor shall be responsible for traffic control to and from the various construction areas on the site. Directional signing at the access gate and along the delivery route to the storage area or work site shall be as directed by the COR. The Contractor will not be allowed to close any traffic lanes nor will the Contractor be allowed to impede the flow of airport traffic.

1.8 MATERIALS DELIVERY TO THE SITE

A. All material orders for delivery to the site shall use as a delivery address the address of the property

B. Contractor shall prepare, and submit to the COR for approval, a delivery plan for all types of delivery. The plan shall define the procedures that will be used to accommodate delivery traffic for all types of deliveries (e.g. concrete/asphalt, steel, precast, earth/aggregate, tractor trailer, city delivery truck) and any staging areas that will be used. Normal flow of traffic, into and out of the airport, shall not be impeded. Deliveries shall be suspended at the direction of

01 10 00 - 3 SUMMARY OF WORK

the COR.

C. The Contractor is responsible for immediate clean-up of any debris deposited along the access road as a result of his/her construction traffic.

1.9 CONSTRUCTION AREA LIMITS

A. The limits of construction material storage areas, equipment storage areas, parking areas, and other areas as required by the Contractor shall be as shown on the plans or as approved by the COR. Should Contractor find it necessary or advantageous to use any additional offsite area for any purpose whatsoever, Contractor shall, at its expense, provide and make its own arrangements for the use of such additional offsite areas.

B. Erect and maintain fencing, marking, and/or warning devices suitable for both day and night use to delineate the perimeter of all such areas.

C. When the Work requires Contractor to conduct operations within areas adjacent to active airport, the Work shall be coordinated with the FAA through the COR.

D. Employee Parking. Parking will not be allowed along public right of way or the entrance/exit road. In the event adequate space is not available for parking on the project site the Contractor shall arrange for off-site parking and provide bus transportation of employees to and from the site. No other areas will be made available for Contractor use for parking, staging, trailers, or storage.

1.10 PERMITS AND FEES

A. Contractor shall be responsible for obtaining all required permits and pay for all associated costs for this project.

B. Contractor is responsible for paying all charges associated with the construction of the project.

END OF SECTION 01 10 00

CONDITIONS AFFECTINGWORK 01 14 00 - 1

SECTION 01 14 00 - CONDITIONS AFFECTING

WORK PART 1 – GENERAL

1.1 WORK SCHEDULE

A. The Evansville Regional Airport operates 7 days per week. It will be necessary to coordinate construction activity so as not to interfere with functions of the FAA. Loss of FAA equipment for any amount of time will jeopardize safety of the flying public and may result in criminal charges against the Contractor.

B. Working hours are 0700 to 1600, Monday through Friday or 0600 to 1630 Monday through

Thursday at the discretion of the COR/Resident Engineer (except U.S. holidays). Unless required due to FAA operational needs, contractor requests to work outside normal working hours require COR approval. The COR has full discretion to approve, disapprove, or withdraw approval of requests. If the contractor desires to work outside normal hours (including Saturdays, Sundays, and holidays), he shall submit his request to the COR at least three business days in advance. Some typical constraints on working outside normal working hours are:

1. Prior to submitting the request, the Contractor must coordinate as needed (such as utility outages) and have all required people and materials for the work that will be performed.

2. A Contractor with quality or safety problems (as determined by the COR) will usually be restricted to normal working hours.

3. A Contractor who fails to correct deficiencies within a reasonable time (as determined by the COR) usually will be restricted to normal working hours or may be allowed to work outside normal working hours only to correct those deficiencies.

4. The Contractor shall schedule his work to cause the least amount of interference to normal activities.

C. Mid-shift Work: Certain work activities must be performed during the hours of 6:00 pm to 5:30

am. These activities include any noisy work, and any work that would have an impact on the ordinary facility operations.

1.2 FAA OPERATIONS

A. The FAA has established moratorium dates for construction activity at critical Air Traffic

Control facilities. The intent is to minimize impact on the ability of FAA to perform its operational activities during peak air travel dates. Moratorium dates are typically scheduled over the Thanksgiving Holiday and the Christmas/New Year Holiday. Exact dates will be provided at the preconstruction conference.

B. All construction activity during moratorium periods must be approved in advance by the FAA.

Submit items of work to be performed during moratorium dates no later than forty-five (45) days prior to the moratorium dates. Activities that have, in the sole opinion of the FAA, potential to negatively impact FAA operations will not be approved. A written waiver will be provided by FAA to the Contractor outlining the allowable work items. No additional time or cost will be allowed for such denial.

CONDITIONS AFFECTINGWORK 01 14 00 - 2

C. RESTRICTIONS TO ACCESS - Access to work areas may be restricted from time to time by necessity of FAA operations. Contractor acknowledges that it has taken into account and provided in its planning, scheduling and pricing for disruptions including but not limited to, restricted access to portions of the site that will not be immediately available, delivery time limitations, and moratorium dates.

D. AIR SPACE STUDIE(S) – If required for performing work under this contract, the Contractor shall be responsible to airspace the maximum height of his crane and construction equipment by submitting FAA Form 7460 – 1 Notice of proposed Construction or Alteration. Erection of the crane or equipment will not be permitted without approval of the form. No claim for delay will be allowed for failure to submit the form in a timely manner. Allow a minimum of sixty (60) days for processing.

E. ILLUMINATION (EXTERIOR) – Exterior lights will be permitted to facilitate construction activity upon approval of the COR. Remove and/or reposition lights as required without additional cost to the FAA. Location and direction of illumination will be subject to acceptance by Air Traffic Control, which shall have final authority concerning this matter. Remove and/or reposition lights as required without additional cost to the FAA.

SECTION 2 – PRODUCTS (Not Used)

SECTION 3 – EXECUTION (Not Used)

END OF SECTION 01 14 00

PROJECT MEETINGS 01 31 19 - 1

SECTION 01 31 19 - PROJECT MEETINGS

PART 1 - GENERAL

1.1 REQUIREMENTSINCLUDED

A. Contractor participation in Operational Risk Management (ORM) meeting.

B. Contractor participation in pre-construction conferences.

C. Contractor administration of progress meetings and pre-installation conferences.

1.2 OPERATIONAL RISK MANAGEMENT MEETING

A. Mandatory meeting to discuss planned schedule, staging and construction efforts with the focus of minimizing impacts to the facility and eliminating potential risks associated with construction.

B. Attendance: General Contractor, Main Sub-Contractors, Job superintendents, Local Tech Ops and AT Representative.

C. Frequency: Prior to pre-construction conference and as required during construction as work progresses into different phases, type or location.

1.3

PRE-CONSTRUCTIONCONFERENCES

A. Preconstruction Conference: CO will schedule and conduct a preconstruction conference before starting construction.

1. Conduct the conference to review responsibilities and personnel assignments.

2. Attendees: Authorized representatives of COR's; Contractor and its superintendent;

major subcontractors; suppliers; and other concerned parties shall attend the conference.

Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect progress, including the following:

a. Construction schedule.

b. Phasing/sequencing.

c. Permits

d. Critical work sequencing and long-lead items.

e. Designation of key personnel and their duties.

f. Lines of communications.

g. Procedures for processing field decisions and Change Orders.

h. Procedures for RFIs.

i. Procedures for testing and inspecting.

j. Procedures for processing Applications for Payment.

k. Distribution of the Contract Documents.

PROJECT MEETINGS 01 31 19 - 2

l. Submittal procedures.

m. Preparation of record documents.

n. Use of the premises.

o. Work restrictions.

p. Working hours.

q. FAA's occupancy requirements.

r. Responsibility for temporary facilities and controls.

s. Procedures for moisture and mold control.

t. Procedures for disruptions and shutdowns.

u. Construction waste management and recycling.

v. Parking availability.

w. Office, work, and storage areas.

x. Equipment deliveries and priorities.

y. First aid.

z. Security.

aa. Progress cleaning.

bb. Environmental requirements and procedures, including but not limited to:

1) FAA Environmental and Occupational Safety and Health (EOSH) requirements. Contractor is required to participate in the completion of the FAA Form 3900.18 prior to the commencement of any work.

1) Fume Mitigation strategies

2) Solid Waste Management Plan

3) Procedures for noise and acoustics management

4. Minutes: Contractor shall record and distribute meeting minutes.

1.4 PROGRESS MEETINGS

A. Schedule and administer Project meetings throughout progress of the work at weekly intervals as well as any called meeting.

B. Attendance: Job superintendents, Local Tech Ops and AT Representative; and COR as appropriate to agenda topics for each meeting.

C. The General Contractor shall prepare agenda and minutes of FAA weekly meetings.

D. Agenda will include review of Work progress, status of progress schedule and adjustments thereto, delivery schedules, submittals, maintenance of quality standards, pending changes and substitutions, RFI status, two (2) weeks look ahead schedule and other items affecting progress or work.

PROJECT MEETINGS 01 31 19 - 3

END OF SECTION 01 31 19

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 00 - 1

SECTION 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION

A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Preliminary Construction Schedule.

2. Contractor's Construction Schedule.

3. Submittals Schedule.

4. Daily construction reports.

5. Material location reports.

6. Field condition reports.

7. Special reports.

1.2 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in thenetwork.

3. Successor Activity: An activity that follows another activity in thenetwork.

B. Cost Loading: The allocation of the Schedule of Values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by COR.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

F. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting

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the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

H. Major Area: A story of construction, a separate building, or a similar significant construction element.

I. Milestone: A key or critical point in time for reference or measurement.

J. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships.

K. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.

1.3 SUBMITTALS

A. Submit all schedule(s) in .pdf format and in an electronic copy of the scheduling software indicated.

B. Submittals Schedule: Arrange the following information in a tabular format:

1. Scheduled date for first submittal.

2. Specification Section number and title.

3. Submittal category (action or informational).

4. Name of subcontractor.

5. Description of the Work covered.

6. Scheduled date for COR's final release or approval.

C. Preliminary Construction Schedule:

1. Approval of cost-loaded preliminary construction schedule will not constitute approval of Schedule of Values for cost-loaded activities.

D. Preliminary Network Diagram: Large enough to show entire network for entire construction period. Show logic ties for activities.

E. Contractor's Construction Schedule: Large enough to show entire schedule for entire construction period.

1. Submit an electronic copy of schedule, using software indicated, and labeled to comply with requirements for submittals. Include type of schedule (Initial or Updated) and date on label.

F. CPM Reports: Concurrent with CPM schedule, submit three copies of each of the following

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computer-generated reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendardays.

1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.

3. Total Float Report: List of all activities sorted in ascending order of total float.

4. Earnings Report: Compilation of Contractor's total earnings from the Notice to Proceed until most recent Application for Payment.

G. Daily Construction Reports: Submit two copies at weekly intervals.

H. Material Location Reports: Submit two copies at weekly intervals.

I. Field Condition Reports: Submit two copies at time of discovery of differing conditions.

J. Special Reports: Submit two copies at time of unusual event.

1.4 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from parties involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 - PRODUCTS

2.1 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and

Contractor's Construction Schedule.

2. Initial Submittal: Submit concurrently with preliminary bar-chart schedule. Include submittals required during the first 10 days of construction. List those required to

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maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

a. At Contractor's option, show submittals on the Preliminary Construction

Schedule, instead of tabulating them separately.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial and Final Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by the Contracting Officer.

B. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 5 days, unless specifically allowed by COR.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 20 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Section 01 00 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for COR's administrative procedures necessary for certification of Substantial Completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

a. .

2. Work under More Than One Contract: Include a separate activity for each contract.

3. Products Ordered in Advance: Include a separate activity for each product.

4. Work Restrictions: Show the effect of the following items on the schedule:

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

d. Partial occupancy before Substantial Completion.

e. Use of premises restrictions.

f. Provisions for future construction.

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g. Seasonal variations.

5. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

a. Subcontract awards.

b. Submittals.

c. Purchases.

d. Mockups.

e. Fabrication.

f. Sample testing.

g. Deliveries.

h. Installation.

i. Tests and inspections.

j. Adjusting.

k. Curing.

l. Startup and placement into final use and operation.

6. Area Separations: Identify each major area of construction for each major portion of the Work.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

E. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

1. Contractor shall assign cost to construction activities on the CPM schedule. Costs shall not be assigned to submittal activities unless specified otherwise but may, with COR's approval, be assigned to fabrication and delivery activities. Costs shall be under required principal subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training (if applicable), in the amount of 5 percent of the Contract Sum.

2. Each activity cost shall reflect an accurate value subject to approval by COR.

3. Total cost assigned to activities shall equal the total Contract Sum.

F. Contract Modifications: For each proposed field directive or contract modification and concurrent with its submission, prepare a time-impact analysis to demonstrate the effect of the proposed change on the overall project schedule.

G. Computer Software: Prepare schedules using Microsoft Project or another program that has been developed specifically to manage construction schedules.

2.3 PRELIMINARY CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within seven days of date established for the Notice to Proceed.

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B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 60 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for the Notice to Proceed. Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

2.5 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)

A. General: Prepare network diagrams using AON (activity-on-node) format.

B. Preliminary Network Diagram: Submit diagram within 14 days of date established for Contract Award. Outline significant construction activities for the first 30 days of construction. Include skeleton diagram for the remainder of the work.

C. CPM Schedule: Prepare Contractor's Construction Schedule using a computerized, time-scaled CPM network analysis diagram for the work.

1. Develop network diagram in sufficient time to submit CPM schedule so it can be reviewed and accepted 7 days prior to the Operational Risk Management Meeting required in the Project Meetings Section 01 31 19, or 28 days after date established for Contract Award, whichever comes first.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates.

2. Conduct educational workshops to train and inform key Project personnel, including subcontractors' personnel, in proper methods of providing data and using CPM schedule information.

3. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

4. Use "one workday" as the unit of time. Include list of nonworking days and holidays incorporated into the schedule.

D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work.

Using the preliminary network diagram, prepare a skeleton network to identify probable critical paths.

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1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:

a. Preparation and processing of submittals.

b. Mobilization and demobilization.

c. Purchase of materials.

d. Delivery.

e. Fabrication.

f. Utility interruptions.

g. Installation.

h. Work by FAA that may affect or be affected by Contractor's activities.

i. Testing.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. Format: Mark the critical path. Locate the critical path near center of network;

locate paths with most float near the edges.

a. Subnetworks on separate sheets are permissible for activities clearly off the…