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Final

Technical Specifications

(Appendix B to IC02-BOS) for the

Runway Status Lights (RWSL) Program at Logan International Airport (BOS)

Contract No.: DTFAWA-09-D-00010

Version: Final

January 25, 2017

Prepared for:

Federal Aviation Administration 600 Independence Ave, S.W.

Washington D.C. 20591

Prepared by:

Saab Sensis Corporation 85 Collamer Crossings

East Syracuse, New York 13057 USA

(315) 445-0550

FAX: (315) 445-9401

Final Technical Specifications (BOS) ii

Table of Contents

SPECIAL PROVISIONS

Section 01010 Summary of Work Section 01050 Field Engineering Section 01250 Project Schedule Section 01300 Submittals Section 01380 Pre-Construction Video Section 01500 Temporary Facilities Section 01525 Traffic Control Section 01550 Mobilization Section 01575 Cancelled or Delayed Airfield Closure Section 01580 Liquidated Damages Section 01600 Security and Badging Section 01750 Redline Drawings Section 01800 Operational Safety on Airports during Construction Section 01850 Safety Management

TECHNICAL SPECIFICATIONS

P-152 Excavation and Embankment P-156 Temporary Air and Water Pollution, Soil Erosion and Siltation

Control P-160 Soil Management P-209 Crushed Aggregate Base Course P-405 Hot Mixed Asphalt for Pavement Repairs P-603 Bituminous Tack Coat P-605 Joint Sealing Filler P-606 Adhesive Compounds, Two-Component for Sealing Wire and

Lights in Pavement P-610 Structural Portland Cement Concrete P-611 Quick Setting, High Early Strength Structural Concrete P-620 Runway and Taxiway Marking P-901 Seeding L-100 Airfield Electrical Work L-108 Underground Power Cable for Airports L-109 Fiber Optic Cable and Hardware L-110 Airfield Underground Electrical Duct L-112 Horizontal Directional Drilling L-120 RWSL Shelter L-125 Installation of Airport Lighting and Signing Systems L-130 Airfield Electrical Installation Testing Division 16 Electrical

Final Technical Specifications (BOS) iii

PROJECT SPECIAL PROVISIONS

THIS PAGE IS INTENTIONALLY BLANK

RWSL Summary of Work

01010-1

SECTION 01010 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of Contract, including Contractual Conditions and other Division 1 Specification Sections, apply to this Section.

1.2. PROJECT DESCRIPTION

A. Project/Work Identification:

1. The General overall description of the Work of the Contract for the:

Runway Status Lights Logan International Airport Boston, MA

2. The Runway Status Light (RWSL) system is a new system developed to mitigate runway incursions thereby making for a safer operational environment. The system includes Runway Entrance Light (REL) arrays and Take-off Hold Light (THL) arrays. These arrays of lights consist of in-pavement lighting fixtures which are automatically turned off and on by a computer interface with the ground radar system through the use of power line carrier technology. The RWSL System will be implemented in the following two (2) phases of work:

a. Phase 1 – Work shall be performed by Massport. Scope of work includes:

i. REL in-pavement light base cans and conduit, populated with steel blank covers, on runways and taxiways (locations as selected by FAA Program Management Office and the Airport), 1 array, 7 base cans.

1. Runway 4R-22L

a. Twy C (East)

b. Phase 2 – Work shall be performed by the RWSL Construction Subcontractor. Scope of work includes:

i. Removal of existing RWSL equipment and power cables in infrastructure to be utilized for new installations.

1. Individual light controllers to be reinstalled as part of project scope of work.

2. Fixtures and transformers to be delivered to Massport.

3. Power cables to be discarded.

ii. Prefabricated RWSL FLS Shelter at ASR/RTR site.

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1. Shelter foundations, erection of government furnished shelter and installation of government furnished materials including minor terminations.

2. Construction of local utility service duct bank and meter base.

3. All shelter equipment, including six (6) 20kW constant current regulators and utility power connection.

iii. New communication ductbank between shelter and existing communication ductbank system.

iv. New 96-strand fiber optic cable between shelter and ATCT.

v. New power ductbank and handholes.

vi. THL fixtures, ILCs and transformers in existing base cans, on runways and taxiways (locations as selected by FAA Program Management Office and the Airport), 1 array, 32 fixtures.

1. Runway 9-27

a. 9 Approach

vii. REL fixtures, ILCs and transformers in existing base cans, on runways and taxiways (locations as selected by FAA Program Management Office and the Airport), 12 arrays, 75 fixtures.

1. Runway 4L-22R

a. Twy K (East/West)

b. Twy E (East/West)

c. Twy C (East/West)

d. Twy F (East/West)

e. Twy Q (East/West)

2. Runway 4R-22L

a. Twy C (East)

b. Twy E (East)

viii. FLS power cables (utilizing new and existing ductbank) for three (3) RWSL circuits.

ix. System testing and activation.

c. Phase 3 – Work shall be performed by Massport. Scope of work includes:

i. New power ductbank and handholes.

01010-3

ii. THL in-pavement light base cans and conduit, populated with steel blank covers, on runways and taxiways (locations as selected by FAA Program Management Office and the Airport), 2 arrays, 64 base cans.

1. Runway 9-27

a. 27 Approach

2. Runway 15R-33L

a. 33L Approach

iii. Remove existing equipment and cables and install steel blank covers on existing THL in-pavement light base cans to be utilized for new installations, 1 array, 32 base cans.

1. Runway 15R-33L

a. 15R Approach

iv. Remove existing equipment and cables and install steel blank covers on existing REL in-pavement light base cans to be utilized for new installations, 2 arrays, 14 base cans.

1. Runway 9-27

a. Twy C (North)

2. Runway 15R-33L

a. Twy D (West)

d. Phase 4 – Work shall be performed by the RWSL Construction Subcontractor. Scope of work includes:

i. THL fixtures, ILCs and transformers in existing base cans, on runways and taxiways (locations as selected by FAA Program Management Office and the Airport), 3 array, 96 fixtures.

1. Runway 9-27

a. 27 Approach

2. Runway 15R-33L

a. 15R Approach

b. 33L Approach

ii. REL fixtures, ILCs and transformers in existing base cans, on runways and taxiways (locations as selected by FAA Program Management Office and the Airport), 2 arrays, 14 fixtures.

1. Runway 9-27

a. Twy C (North)

01010-4

2. Runway 15R-33L

a. Twy D (West)

iii. FLS power cables (utilizing new and existing ductbank) for four (4) RWSL circuits.

iv. System testing and activation.

Some of the materials to be incorporated will be furnished either by the government or the prime contractor (Saab Sensis Corporation). Other materials will be furnished by the successful bidder for this project.

The following list of materials will be provided by the government or Saab Sensis Corporation:

Shelter propagated as detailed Constant Current Regulators LED Fixtures Base Cans Isolation Transformers Individual Light Controllers (both existing and new equipment) Flange Rings Spacer Ring Package Connector Kits (at fixtures and Shelter only)

1.3 SUBCONTRACTOR USE OF PREMISES

A. Limit use of the premises to construction activities within areas indicated; allow for any Airport and tenant occupancy, and use by the public.

1. Minimize any disruption to all operating areas, including parking areas.

a. Existing systems shall remain in operation during the construction period, excluding times required for installation of new work.

Schedule and coordinate all times of interrupted service with the Engineer.

b. Schedule and coordinate with the Engineer any shut down or disruption to public services or any existing systems to allow for airport operations to issue Notices to Airmen (NOTAMS) or other advisory communications a minimum of 72 hours (3 business days excluding weekends and holidays) in advance.

2. Provide all temporary directional signage, safety, and barricading required for passenger services.

a. Submit a plan indicating signage, safety, and barricading, at the pre-construction meeting.

b. Directional signing at the access gate and or along the delivery route to the storage area or work site shall be as directed by the Engineer.

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3. Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

4. Access to site shall be shown on the plans or as directed by the Engineer.

Do not permit any unauthorized construction personnel or traffic on the site. Provide for traffic control to and from the various construction areas.

Immediately clean-up any debris deposited along the access road as a result of construction traffic.

a. Keep driveways and entrances serving the premises clear and available to the Airport, Tenants, their employees, and the public at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

5. All material orders for delivery to the site will use as a delivery address the access point at the Subcontractor’s storage site.

a. Delivery of materials and removal of demolished and discarded materials shall be scheduled as follows. Coordinate with the Engineer and allow for the least possible disruption of the facilities normal operations.

6. The limits of construction material storage areas, equipment storage areas, and parking areas shall be as indicated in the documents or as directed by the Engineer. Erect and maintain suitable fencing, marking and warning devices suitable for both day/night use to delineate the perimeter of all such areas

1.4 GOVERNMENT OCCUPANCY

A. The system will be owned by the Federal Aviation Administration (FAA) and is to be installed at Logan International Airport which is owned and operated by the Massachusetts Port Authority. Installation of the system is secondary to the safe and efficient movement of aircraft on the various runways and taxiways of the airport.

1. All work outside of the runway and taxiway safety areas may be carried out without time restrictions, unless otherwise directed by Massport or shown on the drawings.

2. All work requiring the closure of airfield surfaces is anticipated to be performed during one of the following periods:

- Nightly: Between the hours of 22:00 and 05:30

- Weekend Special/Extended Closure: Between the hours of 22:00 (Friday) and 14:00 (Sunday)

- Daily (Runway 15R-33L): Between the hours of 06:00 and 23:00

3. The majority of the work will be performed within the AOA requiring all persons to be badged per Massport guidelines.

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1.5 LAWS, PERMITS, AND REGULATIONS

A. Comply with all applicable laws, ordinances, regulations, codes.

B. Abide by FAA and Massport safety and security regulations and procedures relative to access to, and work in, Airport Operations Areas and secured facilities.

C. Comply with Massport insurance requirements.

D. Obtain electrical permit(s) for the electrical services for each shelter.

E. Storm Water Pollution Prevention Plan (SWPPP)

F.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

PART 4 – MEASUREMENT and PAYMENT (Not Applicable)

END OF SECTION 01010

01010-7

RWSL Field Engineering

01050-1

SECTION 01050 - FIELD ENGINEERING

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including Contractual Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. General: This Section specifies administrative and procedural requirements for field-engineering services including, but not limited to, the following:

1. Construction layout survey and recording of as-built data.

2. Professional engineering services

1.3 QUALITY ASSURANCE

A. Surveyor Qualifications: Engage a land surveyor registered in the Commonwealth of Massachusetts to perform required surveying services.

B. Engineer Qualifications: Engage an engineer of the discipline required, licensed in the Commonwealth of Massachusetts to perform required engineering services.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Identification: The Engineer will identify existing control points upon which the work will be based on.

B. Verify layout information shown on the Drawings before proceeding to lay out the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction.

1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations.

2. Promptly replace lost or destroyed Project control points. Base replacements on the original survey control points.

a. Replaced survey control points shall be verified by Massport Survey.

C. Establish and maintain a minimum of 1 temporary benchmark on each runway end on which work will be performed, referenced to data established by survey control points.

1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.

01050-2

D. Existing Utilities and Equipment: The Subcontractor shall refer to the Contract Drawings and Specifications covering the utilities and include in the bid all work required in locating existing utilities in the areas of construction and any connections to them.

1. The utility lines and other underground structures shown on the Contract Drawings have been compiled from record plans of Massport, but the accuracy of the locations shown and the completeness of information is not guaranteed.

2. The Subcontractor shall check and verify the location of all existing utilities, both underground and overhead, before proceeding to begin the work or to order materials. Excavation shall be in accordance with Chapter 502 of the Acts of 1980 entitled “An Act Further Regulating Excavation in Public Ways,” which became effective in the Commonwealth of Massachusetts on October 12, 1980, and all other statutes, ordinances, rules and regulations of any city, state or Federal Agency that may be applicable.

3. Any damage to the existing utilities caused by negligence on the part of the Subcontractor, and any other costs arising out of said excavation or by reason thereof, shall be the Subcontractor's sole responsibility.

4. Existing underground electrical circuits and utilities have been compiled from available as-built plans, and field investigations, and are shown on the Contract Drawings. It is the Subcontractor’s responsibility to locate and mark out these existing utilities to the best of his ability prior to beginning any excavation. The Subcontractor shall provide a utility locating service to locate and verify utility locations. No excavation shall begin until the Engineer is satisfied that the Subcontractor has exhausted every method available to him/her to locate and mark out existing utilities, as documented in a “Dig Permit”, as documented in Section 01850. These methods shall include, but will not be limited to, opening manholes, handholes, and light bases to determine the orientation of existing circuits, measuring cable insulation resistances and using a utility locator device capable of locating both metallic and nonmetallic utilities (as manufactured by Radio Detector, Inc., Metrotech, Inc., or Biddle Instrument) to trace existing underground raceways, cables, and other utilities. Once existing utilities have been located and marked on the ground, the Subcontractor shall hand excavate all material in the vicinity of the known existing utility. The Subcontractor shall also Meggar the cable of the appropriate circuit in the field lighting vault (at the output of the regulator) to verify the integrity of the circuit before and after excavation.

5. If damage does occur to the existing known utilities, verified by either a visual inspection or by the Meggar readings, the Subcontractor is responsible for repairing the damaged utility immediately and at his own expense.

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6. Utility locating service shall be measured and paid for in accordance with the General Conditions. The amount paid shall be considered full compensation for all labor, equipment and materials required to provide utility locating services. Subcontractor has full responsibility to locate and mark all utilities within his/her work area and shall be responsible for all costs associated with repairing utilities damaged by his/her personnel, equipment and/her his/her subcontractor’s personnel and/or equipment.

3.2 PERFORMANCE

A. Based on the confirmed survey control plan, establish lines and levels for the work. Establish benchmarks and markers to set lines and levels as needed to locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions.

1. Advise entities engaged in construction activities of marked lines and levels provided for their use.

2. As construction proceeds, check every major element for line, level, and plumb.

B. Surveyor's Log: Maintain a surveyor's log of control and other survey work.

Make this log available for reference to the Engineer if requested.

1. Record deviations from required lines and levels, and advise the Engineer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected.

C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations.

3.3 BASIS OF MEASUREMENT AND PAYMENT

A. No separate measurement or payment will be made for this item of work. All costs associated with it shall be distributed to the applicable pay items.

END OF SECTION 01050

RWSL Project Schedule

01250-1

SECTION 01250 – PROJECT SCHEDULE

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

A. The Schedules (and schedule documents) described herein are for the following purposes:

1. To define the Subcontractor’s Baseline Plan (including logic and use of resources) for completing the Work

2. To report progress in completion of the Work

3. To evaluate any changes to the Subcontractor’s Baseline Plan and subsequent updated plans

B. In addition, the schedule documents shall serve as a communication tool between the Engineer and the Subcontractor, and the Subcontractor and its sub-tier contractors. The Engineer encourages the Subcontractor to use the Schedule to establish an understanding with all parties of the assumptions regarding the Work, and the various constraints and opportunities that are possible within the plan. As the work progresses, the Subcontractor and the Engineer will use the Schedule to assess impacts and to formulate the best methods to complete the Work on, or ahead of the contractual completion dates. The schedule documents will also be used by the Engineer in the evaluation of the Subcontractor’s monthly progress payment requests.

C. The Work shall be scheduled and performed pursuant to the provisions of the Contract including any specific dates for Contract completion milestones, phase completion and the like or requirements included in the General Conditions, Supplemental Conditions, Subcontractor Agreement, or elsewhere in the Contract documents. All Contract milestone and completion dates listed in these specifications, or elsewhere in the Contract documents, represent only interface dates or major items of the Work. The Subcontractor is responsible for completion of all aspects of the Work in accordance with the Contract.

D. At any time throughout the course of the Work, the Engineer reserves the right to require additional activities to be added to the Schedule to further define the Subcontractor’s plan and intentions regarding the execution of the Work. In each instance, such activities or changes shall be made by the Subcontractor at no cost or delay to the project.

E. Should the Subcontractor desire or intend to complete the Work, or any portion of the Work, earlier than the specified Contract milestone, phase or similar dates or the overall Contract completion date, the Saab Sensis Corporation will not be liable to the Subcontractor for any costs or other damages should the Subcontractor be unable to complete the Work before Subcontractor's earlier milestone or completion dates. The duties and obligations of the Saab Sensis Corporation to the Subcontractor shall be consistent with and applicable only to the completion of the Work on the specified Contract milestone dates or the

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Contract completion dates unless the engineer and the Subcontractor otherwise agree in writing, formalized by a change order.

F. The services provided by the Engineer, the existence of schedules, networks or any other charts or services prepared or performed by the Engineer, shall in no way relieve the Subcontractor of the responsibility for complying with all of the requirements of the Contract documents, including, but not limited to, the responsibility for completing the Work within the Contract Time and the responsibility of planning, scheduling, and coordinating the Work. The Subcontractor is required to comply with all schedule procedures specified herein and with any reasonable procedure changes that may be necessary, in the opinion of the Engineer, during the Contract duration.

G. The Subcontractor shall hold an orientation meeting, wherein the Subcontractor presents his approach to planning the work, developing the schedules, and meeting the requirements of this Section. This orientation meeting shall be held prior to submittal of the initial Schedule. The Subcontractor shall not delay preparation of the required schedules and schedule documents prior to this meeting; however, the Subcontractor shall be responsible for any changes or corrections to his scheduling as a result of this meeting.

1.2. DEFINITION OF SCHEDULE DOCUMENTS AND SUBMITTAL REQUIREMENTS

A. The following outlines the schedules and schedule documents required by this section to be submitted by the Subcontractor. Details on each item (and all items) to be submitted are provided in further paragraphs in this section and in referenced sections.

1. Preliminary (30-Day) Schedule: This schedule shall detail all Subcontractor work, including procurement activities, mobilization, submittals, and construction activities for the first 30 calendar days following the date of NTP of the Contract, and be used while the Subcontractor is developing the Baseline Schedule.

2. Baseline Schedule: This is a detailed resource loaded schedule, and includes a narrative and a resource curve developed using the Critical Path Method (CPM). It represents the Subcontractor’s plan for the Work from the date of award of the Contract. The Baseline Schedule will be used to make the first Progress Schedule. The following submittal requirements apply to the Baseline Schedule:

a. The Baseline Schedule shall be submitted, in a format and with content acceptable to the Engineer, and accepted by the Engineer within thirty (30) days of the Notice to Proceed.

b. Narrative of Schedule Status: This is a narrative that describes the key aspects of the submitted schedules. The Baseline Schedule narrative shall define the key aspects of the Subcontractor’s plan for the Work that includes the following key sections:

i. The Work Breakdown Structure, logic and activity determination used in the Schedule.

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ii. Critical submittals

iii. Government furnished material delivery

iv. The critical path

c. Allow ten (10) working days for initial review and five (5) working days for re-submittal reviews by the Engineer.

3. Progress Schedule: This is a detailed schedule, developed using the Critical Path Method (CPM), which is derived from the Baseline Schedule. The first Progress Schedule is the initial weekly progress update of the Baseline Schedule. Subsequent Progress Schedules will be submitted on a weekly basis reflecting the work completed within the last week. These weekly updates will be reviewed in the field with the Subcontractor to ascertain if proper updating has been performed and forwarded to the design office for concurrence. As part of the monthly progress payment request, a formal project schedule update will also be transmitted reflecting the previously approved updates and those for the most recent week. The following submittal requirements apply to the Progress Schedule:

a. Narrative of Schedule Status: This is a narrative that describes the key aspects of the submitted schedules. The narratives submitted with the Progress Schedules are required to be standalone documents that do not require Progress Schedules to be attached in order for stakeholders to understand them. The Subcontractor shall submit a narrative as a part of the monthly Progress Schedules that includes the following key sections:

i. Physical Progress in Last Period

ii. Critical Path Progress and Concerns

iii. Potential Delays and Time Impact Analyses

iv. Equipment and Material Delivery Status

4. Weekly Look Ahead Schedule: This is a two-week Look-Ahead Schedule for use in the weekly construction progress review meetings. The weekly interval schedules shall include the current week’s activities in addition to those anticipated to be performed in the coming two weeks. This schedule shall be derived from the latest update of the Progress Schedule. The Subcontractor shall provide the Schedule in a format acceptable to the Engineer.

5. Recovery Schedule: This schedule will be required from the Subcontractor in the event that certain conditions exist such that critical or milestone dates are in jeopardy of being delayed. Recovery Schedule requirements are defined in later paragraphs of this section. The following submittal requirements apply to Recovery Schedules:

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a. Submit five (5) working days after notice from the Engineer that a Recovery Schedule is required.

b. Allow five (5) working days for review by the Engineer.

6. Time Impact Analysis: A Time Impact Analysis (TIA) shall be required to support any claim by the Subcontractor for delay caused by failure of furnished equipment and materials to arrive as scheduled, or failure of other activity interface work to meet their schedules. The TIA shall be based on activities having the same level of detail in order to display delay impacts as the Subcontractor’s Work. This schedule analysis shall be part of the back-up data required from the Subcontractor in the event the Subcontractor claims that Contract changes delayed or impacted the Work and shall be included in any change proposal claiming increase in time.

The following submittal requirements apply to Time Impact Analyses:

a. Formal submittal of the Time Impact Analysis shall be within 5 working days of occurrence of the delay.

7. Schedule of Submittals: Submit per the following table:

DELIVERABLE HARD

COPIES

ELECTRONIC

COPIES

SUBMITTAL

DUE

REMARKS

Preliminary (30- Day) Schedule:

5 color copies of each sort

1 Submitted and approved prior to preconstruction conference

Baseline Schedule: 5 color copies of each sort

1 Approved within 30 days of NTP

30 days includes acceptance by Engineer. Includes narrative

Progress Schedule: 3 color copies 1 Weekly Includes narrative

Weekly Look Ahead Schedule:

5 copies 1 At construction progress meetings

Recovery Schedule:

5 color copies 1 Within 5 days of notice to submit

Time Impact Analysis

5 color copies 1 Within 5 working days of date of delay claimed

Submit with all changes requesting time extensions

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1.3 COORDINATION

A. The Subcontractor shall coordinate the Work with that of the Engineer, Massport, other BOS contractors, Massport Operations, and others, and shall cooperate fully with the Engineer in maintaining an orderly progress toward completion of the Work as scheduled.

B. The Subcontractor shall inform its subcontractors of the delivery status of Saab Sensis / Government furnished equipment and material, and of the progress of other interfacing Airport construction work while the Work is underway.

1.4. SCHEDULE FORMAT REQUIREMENTS

A. The Subcontractor shall utilize Primavera Systems P6, Contractor, Primavera Project Planner, or Microsoft Project (Version 2003 or later) to prepare the CPM schedule and all subsequent updates and/or revisions. The Subcontractor may request a change for software to be used to prepare the CPM schedule. The Engineer may accept or reject the change at no extra cost to Saab Sensis Corporation. If the Engineer agrees that the Subcontractor may change the software to be used to prepare the CPM schedule, the Subcontractor will be required to provide the Engineer with two (2) licenses and training for the Engineer and his construction team.

B. The Preliminary, Baseline and Progress Schedules shall employ the Critical Path Method (CPM) using retained logic for the planning, scheduling and reporting of the work to be performed under this Contract.

C. The Preliminary, Baseline and Progress Schedules shall include but not be limited to:

1. All Critical, Milestone and Completion dates defined in the Contract.

2. Dates of Contract Award, Notice To Proceed, Mobilization and Substantial Completion, Completion of each Phase, Pre-final Inspections, Final Inspections and Final Completion.

3. Critical procurement and submittal activities including: shop drawings and sample submittals, the Engineer’s review of submittals, fabrication and delivery for all government and prime contractor furnished materials.

4. Testing and Closeout activities.

5. Offsite activities that interface with the Subcontractor’s Work, including work by Massport and BOS contractors, delivery of furnished materials, utilities, agencies, critical airfield operations, and other similar activities.

D. Activity Descriptions and Setup

1. Activities shall adhere to the following criteria:

a. Activities must consume time

b. Activities must have a definable start and finish, and must represent a discrete item of work.

c. Activities must be assignable to a single performing entity.

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d. Activities must be measureable. Progress will be defined by the Physical Percent Complete of the work described.

2. Activity durations over ten (10) working days shall be kept to a minimum and shall be used only for non-construction activities, such as shop drawing and sample submittals, fabrication and delivery of materials and equipment, concrete curing, and General Conditions activities. The duration of activities shall be in working days.

3. Constraint dates for events other than the contractually stipulated construction Milestone Dates or Completion Dates are generally not permitted. Artificial constraints (imposed start dates) are generally not permitted, except possibly for use in furnished materials, BOS interface dates and the like. All furnished materials and BOS interface dates shall have an early start/finish and late start/finish range. All BOS dates shall be related to the Subcontractor’s Work with predecessor and successor logic such that float is correctly calculated on furnished materials and BOS interface dates.

E. All schedules and schedule documents submitted to the Engineer shall be in hard copy, as described above, and in the submitted format on a Compact Disk Recordable (CD-R) that contains the schedule data files.

1.5 WEATHER IMPACTS AND DELAYS

A. The Subcontractor agrees that he shall not be entitled to a time extension due to normal inclement weather, which can be expected at the project locale due to precipitation, snow, temperature, or other weather conditions. Normal inclement weather shall be defined as the most recent five-year average of accumulated record mean values from climatological data compiled by the US Department of Commerce, National Oceanic and Atmospheric Administration (NOAA) monitoring station in closest proximity to the project or identified by the Engineer at Logan International Airport. The data can be found at http://www.weather.gov/climate/. After selecting the closest location from the map, select Monthly Weather Summary and Archived Data for historical weather information. Utilize the average highs and lows for temperatures, monthly totals for precipitation or snow, average maximum speed for wind, and average number of days/month for fog. This data is analyzed by the corresponding month that the impact occurred. The Subcontractor shall include in its Baseline Schedule and all Progress Schedules, allowances for normal inclement weather.

B. The Subcontractor shall only be entitled to an extension of Contract time, if the Subcontractor can substantiate to the satisfaction of the Engineer that the severity of the weather was in excess of the normal inclement weather, and such weather conditions actually delayed the critical path of the Work. Time extensions will not be allowed for weather delays to non-critical path portions of the Work.

1.6 TIMELINESS OF SCHEDULE DOCUMENT SUBMITTALS

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A. The Schedule (and schedule documents) shall be submitted in a timely manner as required by this Section, the General Conditions and the Supplementary Conditions. Failure to submit the Schedule and schedule documents on time and in an acceptable format shall result in withholding of payments and other remedies as defined in General Conditions.

1.7 REVIEW OF SCHEDULE SUBMITTALS

A. All schedule documents shall be formally submitted and will be reviewed by the Engineer and returned to the Subcontractor with the required acceptance or action noted.

B. In providing review comments on schedule (and schedule document) submittals, and in this section, the Engineer may use the word “accepted”, “not accepted” or variations thereof in conveying its review comments to the Subcontractor. At any time the “accepted” or similar wording is used, such wording shall have no different meaning than similar wording, such as “No Exceptions Taken” or “Accepted”.

PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION - Not Used

PART 4 - MEASUREMENT AND PAYMENT

4.1 No separate measurement or payment will be made for the work required by this section.

The cost for this portion of the Work will be considered incidental to, and included in the payments made for the applicable bid items in the Schedule of Unit Prices.

END OF SECTION 01250

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RWSL Submittals

01300-1

SECTION 01300 – SUBMITTALS

PART 1 GENERAL

1.1 GENERAL

A. Submittal Log: After award, the Engineer will provide the draft Submittal Log to the Subcontractor indicating those submittals generally required by the specifications. The Subcontractor shall check the required submittals for completeness and accuracy against his specific plans and return an original of the Submittal Log to the Engineer within 10 calendar days.

B. All submittals shall bear the contract name and number, the date of submission, reference to the specification section and drawing number to which the submittal applies, the nature of the submittal, and the Subcontractor’s signature.

C. Submit all shop drawings, catalog cuts, and brochures in the quantity specified herein to the Engineer. The Subcontractor is required to make these submittals electronically.

D. Prepare a separate submittal form for each product or procedure and identify by referencing the specification section and paragraph number.

E. The Engineer will review and return an electronic copy of the submittal (less samples) to the Subcontractor within 14 calendar days of receipt by the Engineer.

F. Engineer shall receive submittals, including shop drawings, product data and samples from Subcontractor and shall review and take other appropriate action on them, but only for conformity with the design concept of the Project and with the provisions and intent of the Contract Documents. Shop drawings, samples, and other submission reviews by Engineer shall not include checking of dimensions or openings for potential conflict. Engineer’s acceptance of a specific item shall not indicate acceptance of an assembly of which the item is a component. Submittals will be returned, “No Exceptions Taken”, “Make Corrections Noted”, “Amend and Resubmit”, “Rejected – See Remarks” or “Received with No Further Action".

G. All remaining submittals with the exception of Operation and Maintenance Data, Commissioning Plan and schedule must be received by the Engineer within 30 days of Notice to Proceed. Appropriate payment will be withheld at the discretion of the Engineer for delinquent submittals.

1.2. COMPLIANCE

A. Failure to comply with these requirements shall be deemed as the Subcontractor’s agreement to furnish the exact materials specified or materials selected by the Engineer based on these specifications.

1.3 SHOP DRAWINGS

A. Quality: Prepare shop drawings accurately to scale sufficiently large to indicate all pertinent features of the products and the method of fabrication, connection, erection, or assembly with respect to the Work. Calculations associated with shop drawing design shall also be submitted.

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B. Structural Fabrication and Erection Drawings: All shop drawings which indicate structural fabrication or erection details and associated calculations shall bear the seal of a Structural Engineer licensed in the Commonwealth of Massachusetts.

C. All drawings submitted to the Engineer shall be drawn on sheets each 24 inches wide by 36 inches long in overall dimensions or on small sheets that are multiples of 8-1/2 inches by 11 inches.

1.4. MANUFACTURERS' LITERATURE

A. Product data, catalog cuts, or brochures shall show the type, size ratings, style, color, manufacturer and catalog number of each item and be complete enough to provide for positive and rapid identification in the field. Submit catalog data in an orderly bound form. Specific items shall be clearly marked. General catalogs or partial lists will not be accepted.

1.5 SAMPLES

A. The sample submitted shall be the exact or precise article proposed to be furnished.

B. Submit three (3) samples of each article proposed where requested.

1.6 MOCKUPS

A. Provide any mockups required in the Technical Specifications for evaluation by the Engineer, allowing adequate time for review prior to scheduled construction.

1.7 SUBSTITUTIONS

A. Clearly identify the submittal as a Request for Substitution.

B. Submit all requests for substitutions independently. Do not combine with any other submittal.

1.8 EMPLOYMENT REPORTING

A. The following submittals shall be made to the Engineer:

1. CERTIFIED PAYROLLS for the Subcontractor and all sub-tier contractors on a weekly basis.

1.9 PROGRESS SCHEDULES

A. See Section - 01250 Project Schedules

1.10 AS-BUILT DOCUMENTS

A. See Section 01750 – Red Line Drawings.

1.11 COORDINATION

A. Submit shop and detail drawings in related packages. All equipment or material details that are interdependent or are related in any way must be submitted indicating the complete installation. Submittals shall not be altered once approved

01300-3 for construction. Clearly mark and date revisions. Major revisions must be resubmitted for acceptance.

B. Thoroughly review all shop and detail drawings prior to submittal, including all those provided by subcontractors and suppliers at any tier, to assure coordination with other parts of the Work. Failure to comply will be cause for rejection.

Submittals shall bear the Subcontractor's approval stamp and initials of the reviewer.

C. Components or materials which require shop drawings and which arrive at the job site prior to approval of shop drawings shall be considered as not being made for this project and shall be subject to rejection and removal from the premises.

1.12 SPECIAL JOB-SITE SUBMITTALS

A. During the course of construction, provide and maintain the following:

1. Employee and visitor daily sign-in log

2. Safety meeting reports

3. Accident reports

4. Minutes of all meetings

5. Daily field reports

B. Maintain these records, up-to-date, at the job site at all times. At completion of work, submit copies of all the above records to the Resident Engineer.

1.13 SUBCONTRACTOR’S DAILY CONSTRUCTION REPORT (FORM CM03)

A. A copy of Form CM03 will be provided to you for reproduction as necessary.

B. Along with the other information shown on this form, a summary of all schedule activities worked on each day is required. Divide the activities worked on by trade and employer. Identify activities by activity number per the accepted schedule.

Identify activities that are behind schedule. State the cause and amount of the delay and propose what action is necessary to bring the activity back on schedule.

If multiple daily shifts are used, submit a report for each shift.

C. Submit the completed Form CM03 to the Engineer no later than start of work the next workday. Submit a daily report for each day that you are on-site.

D. Include required information for all subcontractors at any tier working on the Contract in addition to Prime Contractor.

1.14 SUBCONTRACTOR’S DAILY WORK PLAN

A. The subcontractor shall submit a detailed work plan, reflecting all activities planned for the following day, no later than noon the preceding day.

B. The work plan shall be in sufficient detail so that the Engineer can ascertain that the subcontractor has adequately planned his manpower, equipment and materials to complete the anticipated work, especially if the closure of airfield pavement surfaces are involved.

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PART 2 - PRODUCTS - Not used

PART 3 - EXECUTION - Not used

PART 4 - MEASUREMENT AND PAYMENT

4.1 GENERAL

A. No separate measurement or payment will be made for the work required by this section. The cost for this portion of the Work will be considered incidental to, and included in the payments made for the applicable bid items in the Schedule of Unit Prices.

END OF SECTION 01300

01300-5

CONSTRUCTION REPORT

PROJECT TITLE:______________________________________________________________

DATE:_____________________

SUBCONTRACTOR:___________________________________________________________

WEATHER:____________________ TEMPERATURE:AM:_________PM:_________

WORK ORDER NO:__________________________

PRIME/SUBCONTRACTOR’S WORK FORCE

Activity or

CO#

Number of Personnel Trade Employer

Total Hours *Qtys

**Act.

Comp

* If applicable

** Activity Complete? State yes or no.

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EQUIPMENT

Act or

CO #

Equipment

Type Rented or

Owned Qty.

*Status Up Down

Std-by Description of

Operation Total Hours

* Is equipment operational (Up), broken down (Down), or operational but not used (Stand-By).

INSPECTION and/or TESTING PERFORMED TODAY

CONSTRUCTION STATUS (Activities behind schedule, State cause and action required)

Subcontractor’s Representative Signature

RWSL Pre-Construction Video

01380-1

SECTION 01380 - PRE-CONSTRUCTION VIDEO

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including Contractual Conditions and other Division 1 Specification Sections, apply to this Section.

1.2. SUMMARY

A. Section includes: construction video

1.3 SUBMITTALS

A. Submit two Recordable Discs (CD-R, DVD ± R) of the entire construction site prior to the commencement of any work. Video format shall be compatible with the latest release of Windows media. The discs shall be approved by the Engineer prior to the commencement of construction activity.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 – EXECUTION

3.1 PRE-CONSTRUCTION RECORDABLE DISCS

A. Before starting construction, record video of the site and surrounding properties from different points of view as selected by the Engineer. Record pre-existing conditions of the site and abutting properties obtained from several perspectives.

Provide audio narrative describing the vantage point and area being recorded.

1. Take videos in sufficient number to show existing conditions adjacent to the property before starting work.

2. Take videos of existing improvement adjoining the property in sufficient detail to record accurately the physical conditions at the start of construction.

PART 4 – MEASUREMENT and PAYMENT

A. No separate measurement or payment will be made.

END OF SECTION 01380

RWSL Pre-Construction Video

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RWSL Temporary Facilities

01500-1

SECTION 01500 - TEMPORARY FACILITIES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including Contractual Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, maintenance of traffic, security and protection.

B. Temporary utilities which may be required include but are not limited to:

1. Temporary electric power and light.

2. Telephone service.

3. Temporary project identification sign - all other signs are prohibited.

4. Drinking water.

5. Sanitary facilities.

C. Temporary construction and support facilities which may be required include but are not limited to:

1. Storage sheds.

2. Dewatering facilities and drains.

3. Waste disposal services.

4. Construction aids and miscellaneous services and facilities.

5. Storm and sanitary sewer.

6. Fuel tanks larger than 15 gallons.

D. Temporary construction and support facilities, Subcontractor's option:

1. Field office.

a. Temporary field offices WILL NOT be allowed on the construction site.

b. If a field office is used it shall be located at the designated staging areas shown in the plans.

E. Security and protection facilities which may be required include but are not limited to:

1. Temporary fire protection.

2. Barricades, warning signs, lights.

3. Sidewalk bridge or enclosure fence for the site.

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4. Environmental protection.

F. Temporary construction and support facilities, Required:

1. Field Office for Engineer’s Use – To be located at the designated staging area, or an alternate location off-site, if preapproved by the Engineer. Field Office to be minimum of 860 square feet to include office space at each end, a central area capable of setting up a conference room area and rest room facilities. The office shall be provided with power, local telephone service, internet hook-ups, water, HVAC and sanitary sewer. The subcontractor will provide for the cleaning of the trailer on at least a weekly basis. The trailer shall be equipped with the minimum of the following equipment:

a. 4 executive style desks

b. 4 executive style desk chairs

c. 1 plan table

d. 2 legal size file cabinets

e. drinking fountain

f. 2 - 12’ folding tables

g. 12 folding chairs

h. 4 desk style telephones capable of using two different lines

i. 4 trash cans

j. Toilet supplies

k. All-in-one Copier/Scanner/Printer

2. The all-in-one copier/scanner/printer shall be a Canon Image Class MF 7480 or equal. The internet connectivity shall be via dedicated individual mobile “hotspots” for each staff member (4) or equal with the upload rate being the primary evaluation criteria. The Subcontractor shall be responsible for supplying all materials required for the printer.

3. Field Office for the FAA Resident Engineer’s Use – To be located at the designated staging area, or an alternate location off-site, if preapproved by the Engineer. Field Office to be a minimum of 200 square feet, space to be continuous. The office shall be provided with power, local telephone service (individual voice and fax lines), potable water and HVAC system.

The Subcontractor will provide for the cleaning of the trailer on at least a weekly basis. The trailer shall be equipped with the minimum of the following equipment:

a. 3 executive style desks

b. 3 executive style desk chairs

c. Plan table with plan hanging rack capable of holding ten sets of drawings

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d. 1 legal size file cabinet

e. Fax machine with 500 sheets of letter size paper

f. 2 – 12’ folding tables

g. 12 folding chairs

h. 1 desk style telephone with local service

i. 3 trash cans

j. Toilet supplies

k. Color printer (medium grade) with two sets of replacement ink cartridges

l. Microwave oven

m. Suitable portable sanitary facilities maintained in a clean and sanitary condition at all times

4. Subcontractor shall be responsible for utility costs (electric, local telephone and water) for both required field offices

1.3 SUBMITTALS

A. Temporary Utilities: Maintain reports of tests, inspections, meter readings and similar procedures performed on temporary utilities for review by the Engineer.

B. Maintenance of Traffic Plan: Submit a "Maintenance of Traffic Plan" per Section 01525 within 15 days of the date established for commencement of work requiring maintenance of traffic.

1.4 QUALITY ASSURANCE

A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction, including but not limited to: