Specifications_Volume 1.pdf

Replace KC-135 Maintenance Hangar

Bangor International Airport Bangor, Maine

PN FKNN089019

Maine Air National Guard 101st Air Refueling Wing

Type B – 100% Final Design Submittal Specifications

Volume 1 of 2

Burns & McDonnell Engineering Co., Inc.

Kansas City, Missouri

August 2009

PN 43580

Replace KC~135 Maintenance Hangar

Maine Air National Guard

Bangor International Airport, Bangor, ME

100% SPECIFICATIONS

August 2009

Burns & McDorrnellProject No; 435'80

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Replace KC-135 Maintenance Hangar Solicitation No.

BS - 1

BIDDER’S NAME:__________________________________________

BIDDING SCHEDULE

Item No.

Description

Estimated Quantity

Unit

Unit Price Estimated Amount

1.

2.

3.

4.

5.

6.

7.

BASE BID

Construct KC-135 Maintenance Hangar, less

OPTIONS 1 THROUGH 5

Building 493 Upgrades

OPTION NO. 1

Automatic Gate

OPTION NO. 2

Parking Lot

OPTION NO. 3

Demolish Existing Hangar

OPTION NO. 4

Rigid Concrete Pavement in lieu of Asphalt Pavement

OPTION NO. 5

Demolish Existing Hush House and Pavement

L.S.

TOTAL BASE BID

TOTAL BASE BID

PLUS OPTIONS 1

THROUGH 5

Replace KC-135 Maintenance Hangar Solicitation No.

BS - 2

NOTES FOR BIDDING SCHEDULE

* Allowances within the bid schedule have been provided for all utility connection fees and permit fees. The Contractor is responsible to file all required information, connection and permit fees with the indicated agencies or organization. Allowances will be adjusted in the contract by the Contracting Officer for actual costs incurred. Contractor is to provide the Contracting Officer with the actual paid receipts for allowance adjustments. Allowances shall not include Contractor mark-ups and shall be actual amounts paid.

NOTE NO. 1. All modifications to bids are to be submitted on copies of the latest bid schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to bid items, all bidders should state their revised prices for each item. The company name should be indicated on the face of the bidding schedule to preclude being misplaced.

NOTE NO. 2. Bidders must insert a price on all numbered items of the Bidding Schedule. Failure to do so will disqualify the bid.

NOTE NO. 3. If a modification to a bid is submitted and provides for a lump-sum adjustment to the total estimated cost, the application of the lump-sum adjustment to each unit price and/or lump-sum price, in the bid schedule must be stated or, if it is not stated, the bidder agrees that the lump-sum adjustment shall be applied on a prorate basis to every bid item in the bid schedule.

NOTE NO. 4. CONDITIONS GOVERNING EVALUATION OF BIDS AND AWARD OF CONTRACTS.

One contract only will be awarded on this Bid Schedule and award will be made to the low bidder on the Base Bid and all Options.

The Government may require the delivery of the numbered line items, identified in the schedule as option items, in the quantity and at the price stated in the schedule. Subject to the availability of funds, the Contracting Officer may exercise the option by written notice to the Contractor within 90 days of Notice to Proceed.

Replace KC-135 Maintenance Hangar

Maine Air National Guard

Bangor International Airport, Bangor, ME

100% FINAL SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

011100 SUMMARY OF WORK

013200 PROJECT MEETINGS, SCHEDULES, AND REPORTS

013216 CMP SCHEDULES

013233 CONSTRUCTION PHOTOGRAPHS

013300 SUBMITTALS

013329 LEED DOCUMENTATION

014200 DEFINITIONS AND STANDARDS

014400 CONTRACTOR QUALITY CONTROL

015100 TEMPORARY UTILITIES AND FACILITIES

015200 FIELD OFFICES AND SHEDS

015700 TEMPORARY BARRIERS AND CONTROLS

015800 PROJECT IDENTIFICATION AND SIGNS

016000 EQUIPMENT AND MATERIALS

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017500 MANUFACTURER’S FIELD SERVICES

017800 CONTRACT CLOSEOUT

018113 SUSTAINABLE DESIGN REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

021200 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

024100 DEMOLITION

DIVISION 03 – CONCRETE

031000 CONCRETE FORMWORK

031550 VAPOR RETARDER

032000 CONCRETE REINFORCEMENT

033000 CONCRETE

DIVISION 04 – MASONRY

042000 UNIT MASONRY ASSEMBLIES

DIVISION 05 – METALS

051200 STEEL

052100 STEEL JOISTS

053113 STEEL FLOOR DECK

053123 STEEL ROOF DECK

054000 COLD-FORMED STEEL FRAMING

Type B - 100% Final Design Submittal Replace KC-135 Maintenance Hangar Page 1

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

064023 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

072000 BUILDING INSULATION

074113 METAL ROOF PANELS

074213 METAL WALL PANELS

076200 SHEET METAL FLASHING AND TRIM

078413 PENETRATION FIRESTOPPING

078446 FIRE RESISTIVE JOINT SYSTEMS

079200 JOINT SEALANTS

DIVISION 08 – OPENINGS

081100 STEEL DOORS AND FRAMES

083323 OVERHEAD COILING DOORS

083416 HANGAR DOORS

083500 FOLDING DOORS AND PARTITIONS

083613 SECTIONAL OVERHEAD DOORS

084113 ALUMINUM ENTRANCES AND STORE FRONTS

087000 FINISH HARDWARE

088000 GLASS AND GLAZING

089100 ARCHITECTURAL LOUVERS

DIVISION 09 – FINISHES

092116 GYPSUM BOARD ASSEMBLIES

093000 GLAZED CERAMIC WALL TILE

093013 CERAMIC MOSAIC FLOOR TILE

093016 PORCELAIN FLOOR TILE

095100 ACOUSTIC CEILING SYSTEM

096519 RESILIENT TILE FLOORING

099000 PROTECTIVE COATINGS

DIVISION 10 – SPECIALTIES

101100 MARKERBOARDS AND TACKBOARDS

101400 SPECIALTY SIGNS

102113 TOILET COMPARTMENTS

102219 DEMOUNTABLE GYPSUM-PANEL PARTITIONS

102800 TOILET AND BATH ACCESSORIES

104400 FIRE-PROTECTION SPECIALITIES

DIVISION 11 – EQUIPMENT

111016 ROOFTOP FALL RESTRAINT SYSTEM

DIVISION 12 – FURNISHINGS

122113 HORIZONTAL LOUVER BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

132800 ASBESTOS ABATEMENT

132810 LEAD HAZARD CONTROL ACTIVITIES

132820 REMOVAL OF MISCELLANEOUS HAZARDOUS MATERIALS

Replace KC-135 Maintenance Hangar Page 2

133419 METAL BUILDING SYSTEMS

DIVISION 14 - CONVEYING SYSTEMS

142400 HYDRAULIC ELEVATOR

DIVISION 21 – FIRE SUPPRESSION

210500 COMMON WORK RESULTS FOR FIRE SUPPRESSION

211000 FIRE-SUPPRESSION PIPING

211341 FOAM EXTINGUISHING SYSTEMS FOR AIRCRAFT HANGARS

DIVISION 22 – PLUMBING

220500 COMMON WORK RESULTS FOR PLUMBING

220513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

220519 METERS AND GAUGES FOR PLUMBING PIPING

220523 GENERAL-DUTY VALVES FOR PLUMBING PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221316 SANITARY WASTE AND VENT PIPING

221413 FACILITY STORM DRAINAGE PIPING

221429 SUMP PUMPS

221513 GENERAL-SERVICE COMPRESSED-AIR PIPING

221519 GENERAL-SERVICE COMPRESSED AIR EQUIPMENT

223400 FUEL-FIRED WATER HEATERS

224000 PLUMBING FIXTURES

224500 EMERGENCY PLUMBING FIXTURES

224700 DRINKING FOUNTAINS AND WATER COOLERS

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

230500 COMMON WORK RESULTS FOR HVAC

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230519 METERS AND GAUGES FOR HVAC PIPING

230523 GENERAL-DUTY VALVES FOR HVAC PIPING

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING AND BALANCING

230700 MECHANICAL INSULATION

230800 COMMISSIONING

230900 HVAC INSTRUMENTATION AND CONTROL

231123 FACILITY NATURAL-GAS PIPING

232113 HYDRONIC PIPING

232123 HYDRONIC PUMPS

232500 HVAC WATER TREATMENT

233113 METAL DUCTS

233300 DUCT ACCESSORIES

233423 POWER VENTILATORS

233700 AIR TERMINAL UNITS

233713 DIFFUSERS, REGISTERS, AND GRILLES

233813 COMMERCIAL KITCHEN HOODS

235100 BREECHINGS, CHIMNEYS, AND STACKS

235216 CONDENSING BOILERS

236423 SCROLL WATER CHILLERS

Replace KC-135 Maintenance Hangar Page 3

237313 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

238123 COMPUTER-ROOM AIR-CONDITIONING UNITS

238229 CONVECTION HEATING UNITS

238239 CABINET UNIT HEATERS

238240 PROPELLER UNIT HEATERS

238316 RADIANT FLOOR HEATING PIPING AND EQUIPMENT

238413 HUMIDIFIERS

DIVISION 26 - ELECTRICAL

260000 BASIC ELECTRICAL REQUIREMENTS

260516 WIRES AND CABLES

260517 AIRCRAFT GRUND POWER CABLE

260526 GROUNDING

260529 SUPPORTING DEVICES AND SEALS

260533 RACEWAYS

260534 ELECTRICAL BOXES AND FITTINGS

260536 CABLE TRAY

260553 ELECTRICAL IDENTIFICATION

260800 ELECTRICAL SYSTEMS COMMISSIONING

262213 TRANSFORMERS

262416 PANELBOARDS

262726 WIRING DEVICES

262730 ELECTRICAL CONNECTIONS

262813 FUSES

262816 CIRCUIT AND MOTOR DISCONNECT SWITCH

262900 MOTOR CONTROLLERS, CONTACTORS, PUSH BUTTONS, SELECTOR SWITCHES,

INDICATING LIGHTS, AND RELAYS

263543 400 HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

263544 MOTORIZED CABLE REEL FOR AIRCRAGT CABLE RAFTER OR PLATFORM MOUNTED

263600 TRANSFER SWITCH

264100 LIGHTNING PROTECTION SYSTEMS

264300 TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS)

265000 INTERIOR LIGHTING FIXTURES

265200 EMERGENCY LIGHTING

265610 EXTERIOR LIGHTING FIXTURES

DIVISION 27 – COMMUNICATIONS

271300 TELECOMMUNICATIONS DISTRIBUTION CABLING AND PATHWAY

271513 TELECOMMUNICATIONS HORIZONTAL STRUCTURED CABLING AND PATHWAY

271523 TELECOMMUNICATIONS FIBER OPTIC CABLING AND PATHWAY

275113 SPECIAL SYSTEMS: PA , MNS, AND CATV

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

283100 FIRE ALARM SYSTEMS

DIVISION 31 – EARTHWORK

312000 SITE PREPARATION AND EARTHWORK

312316 EXCAVATION, FILLING, AND BACKFILLING FOR STRUCTURES

312333 TRENCHING AND BACKFILLING FOR UTILITIES

313116 SOIL TREATMENT FOR TERMITE CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

321100 CRUSHED ROCK BASE COURSE

321214 BITUMINOUS PRIME COAT

Replace KC-135 Maintenance Hangar Page 4

Replace KC-135 Maintenance Hangar Page 5

321215 HOT-MIX ASPHALT (HMA) FOR AIRFIELDS

321217 HOT-MIX ASPHALTIC-CONCRETE PAVEMENT

321300 PORTLAND CEMENT CONCRETE PAVEMENT FOR AIRFIELDS

321301 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

321313.03 AIRFIELDS AND HEAVY-DUTY CONCRETE PAVEMENT LESS THAN 1000 CUBIC YARDS

321373 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

321723 PAVEMENT MARKING

323113 CHAIN-LINK FENCES AND GATES

329200 LAWNS

DIVISION 33 - UTILITIES

330550 PAVEMENT REMOVAL AND REPLACEMENT FOR UTILITIES

331100 PRESSURE PIPE

331216 UTILITY VALVES AND ACCESSORIES

333100 GRAVITY PIPE

333150 PIPE INSTALLATION

333900 UTILITY STRUCTURES

334100 STORM DRAINAGE SYSTEM

334600 SUBDRAINAGE

337000 OIL/WATER SEPARATOR

APPENDICES:

APPENDIX A – SUBSURFACE INFORMATION

APPENDIX B – HAZARDOUS MATERIALS SITE VERIFICATION REPORT

-- END OF TABLE OF CONTENTS --

BNGR011100.HGR 011100-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 011100 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section summarizes the Work covered in detail in the complete Contract Documents.

B. Owner/Government: Maine Air National Guard is contracting for Work described in the

Contract Documents.

1. Contract Title: Replace KC-135 Bangor International Airport Maintenance Hangar.

2. Work Site Location: Bangor International Airport, Maine

1.02 PROJECT DESCRIPTION:

A. The new Aircraft Maintenance Hangar Facility will replace the existing 45-year-old maintenance hangar located at the Bangor International Airport located in Bangor, Maine.

This project consists of an aircraft maintenance high-bay hangar area, general-purpose aircraft maintenance shops, a second floor administration area and building utility spaces to support the training and operational mission of the KC-135E aircraft assigned to the 101st Air Refueling Squadron. The facility is approximately 77,785 square feet in size and described further herein.

B. The proposed site is located at the northwest corner of the existing light duty apron, east of the existing T9 Hush House, and west of the existing parking area located directly west of the existing Hangar. Site improvements include new utilities, new apron, drainage improvements, fencing, drives, parking, parking lots and associated landscaping.

1.03 CONTRACTOR'S USE OF PREMISES:

A. Exclusive Use: During the construction period, Contractor shall have full use of the premises for execution of the Work. Use of premises is limited only by Owner's right to perform duties and functions as stated in the GENERAL CONDITIONS and in this Section.

B. Limited Use:

1. Confine operations to areas within Contract limits indicated. Portions of Site outside the

Contract limits shall not be disturbed.

2. Coordinate with other separate contractors and Owner to avoid interference of operations.

3. Conduct operations so as to ensure the least inconvenience to Owner and the general public.

1.04 WORK SEQUENCE:

A. General: Construction sequence shall be determined by Contractor subject to Owner's need for continuous operation of existing facilities.

B. Continuous Service of Existing Facilities: Exercise caution and schedule operations to ensure that functioning of present facilities will not be disrupted. Shutdown of Owner's operating facilities to perform the Work shall be held to a minimum length of time and shall be coordinated with Owner who shall have control over the timing and schedules of such shutdowns.

1.05 PREORDERED EQUIPMENT AND MATERIALS:

A. General: Owner has negotiated purchase orders with Suppliers of Equipment and Materials to be incorporated into the Work. These purchase orders are assigned to Contractor. Costs for

SECTION 011100 - SUMMARY OF WORK: continued

011100-2 BNGR011100.HGR

Equipment and Materials, receiving, handling, storage, and installation shall be included in the Contract Price.

B. Responsibilities: Contractor's responsibilities are the same as if Contractor negotiated purchase orders, including responsibility to renegotiate purchase if necessary and to execute final purchase order agreements. Copies of negotiated purchase orders are available upon request from Owner.

1.06 OWNER-FURNISHED EQUIPMENT AND MATERIALS:

A. Equipment: The following Equipment and Materials will be furnished and paid for by Owner, and is described in the Construction Drawings.

B. Owner's Responsibilities:

1. Arrange for delivery of Shop Drawings, product data, Samples, manufacturer's instructions, and certificates to Contractor.

2. Arrange and pay for Equipment delivery to the Site.

3. Deliver Supplier's bill of materials to Contractor.

4. Inspect deliveries jointly with Contractor.

5. Submit claims for transportation damage.

6. Arrange for replacement of damaged, defective, or missing items.

7. Arrange for manufacturer's warranties, Bonds, Field Service, and inspections, as required.

C. Contractor's Responsibilities:

1. Designate delivery date for Equipment in the construction schedule.

2. Review Shop Drawings, product data, and Samples. Submit to Engineer with notification of any discrepancies or problems anticipated in the use of the Equipment.

3. Receive, handle, and unload Equipment at the Site, including uncrating and storage.

4. Promptly inspect products jointly with Owner; record shortages and damaged or defective items.

5. Protect products from damage and exposure to elements.

6. Assemble, install, connect, adjust, and finish Equipment as stipulated in the respective

Sections of the Specifications.

7. Provide inspections required by public authorities.

8. Repair or replace items damaged by Contractor's operations.

1.07 MEASUREMENT AND PAYMENT:

A. Lump Sum Contracts: All Work indicated and specified in the Contract Documents shall be included in the Lump Sum Contract Price.

1.08 COPIES OF DOCUMENTS:

A. Furnished Copies: After execution of Agreement, Contractor will be furnished at no cost, a maximum of 2 sets of Contract Documents along with electronic drawings consisting of full-size Contract Drawings including revised Drawings, and the Project Manual, in addition to those used in execution of the Agreement.

B. Additional Copies: Additional copies of above documents will be supplied by Engineer upon request at printing and delivery cost.

1.09 LIST OF DRAWINGS (AND SCHEDULES):

A. Contract Drawings:

1. Each sheet of the Contract Drawings bears the following general title: Replace KC-135 Maintenance Hangar.

SECTION 011100 - SUMMARY OF WORK: continued

BNGR011100.HGR 011100-3

2. Individual sheet numbers and titles are as stated on index sheet under "Contract Drawings".

B. Reference Drawings:

1. Reference Drawings included with the set of Contract Drawings are as stated on index sheet under "Reference Drawings."

1.10 WORK RESTRICTIONS:

A. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

PART 2 - PRODUCTS - Not Applicable.

PART 3 - EXECUTION - Not Applicable.

END OF SECTION 011100

BNGR013200.HGR 013200-1

SECTION 013200 - PROJECT MEETINGS, SCHEDULES, AND REPORTS

PART 1 - GENERAL

1.01 SUMMARY: This Section includes the following administrative and procedural requirements:

A. Project Meetings:

1. Preconstruction conference.

2. Coordination schedules.

3. Progress meetings.

4. Preinstallation conferences.

5. Coordination meetings.

B. Schedules and Reports:

1. Initial coordination schedules.

2. Construction progress schedule.

3. Procurement schedule.

4. Construction progress reports.

5. Schedule of values.

6. Special reports.

C. Related Work Specified Elsewhere:

1. For CPM Schedules: SECTION 013216.

2. For Submittal Requirements: SECTION 013300.

3. Coordinate work of this Section with FAR 52.236-26, "Presconstruction Conference;"

FAR 52.236-15, "Schedule of Construction Contracts;" FAR 52.246-12, "Inspection of Construction;" and the General Requirements.

1.02 PROJECT MEETINGS, SCHEDULES, AND REPORTS:

A. Preconstruction Conference:

1. In accordance with FAR 52.236-26 "Preconstruction Conference," Contracting Officer will conduct a meeting within 20 days after the Effective Date of the Agreement, to review items stated in the following agenda and to establish a working understanding between the parties as to their relationships during performance of the Work.

2. Preconstruction conference shall be attended by:

a. Contractor and his superintendent.

b. Contracting Officer.

c. Contract Administrator.

d. At Owner's option, representatives of principal Subcontractors and Suppliers.

3. Meeting Agenda:

a. Construction schedules.

b. Critical Work sequencing.

c. Designation of responsible personnel.

d. Project coordination.

e. Procedures and Processing of:

(1) Field decisions.

(2) Substitutions.

(3) Submittals.

(4) Change Orders.

(5) Applications for Payment.

f. Procedures for testing.

g. Procedures for maintaining record documents.

h. Use of Premises:

(1) Office, work, and storage areas.

SECTION 013200 - PROJECT MEETINGS, SCHEDULES, AND REPORTS: continued

013200-2 BNGR013200.HGR

(2) Owner's requirements.

i. Construction facilities, controls, and construction aids.

j. Temporary utilities.

k. Safety and first-aid.

l. Security.

4. Location of Meeting: At or near the Project Site.

5. Reporting:

a. Within 3 working days after the meeting, Engineer will prepare and distribute minutes of the meeting to Owner and Contractor.

b. Contractor shall provide copies to Subcontractors and major Suppliers.

B. Coordination Schedules:

1. Contracting Officer will conduct a meeting at least 10 days before submission of the first Application for Payment to finalize the initial coordination schedules requested under ARTICLE 1.03 this Section.

2. Preliminary coordination schedule meeting shall be administered as specified in

SECTION 013216.

C. Progress Meetings:

1. Contracting Officer will schedule and conduct meetings as required for coordination of

Project. These meetings could vary from monthly to weekly and at other times requested by Contracting Officer. Representatives of the Owner, Contracting Officer, and Contractor shall be present at each meeting. With Contracting Officer's concurrence, Contractor may request attendance by representatives of Subcontractors, Suppliers, or other entities concerned with current program or involved with planning, coordination, or performance of future activities. All participants in the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Contractor and each Subcontractor represented shall be prepared to discuss the current construction progress report and any anticipated future changes to the schedule. Each Subcontractor shall comment on the schedules of Contractor and other Subcontractors and advise if their current progress or anticipated activities are compatible with that Subcontractor's Work.

3. If one Subcontractor is delaying another, Contractor shall issue such directions as are necessary to resolve the situation and promote construction progress.

4. Meeting Agenda:

a. Review of construction progress since previous meeting.

b. Field observations, interface requirements, conflicts.

c. Problems which impede construction schedule.

d. Off-site fabrication.

e. Delivery schedules.

f. Submittal schedules and status.

g. Site use.

h. Temporary facilities and services.

i. Hours of Work.

j. Hazards and risks.

k. Housekeeping.

l. Quality and Work standards.

m. Change Orders.

n. Documentation of information for payment requests.

o. Corrective measures and procedures to regain construction schedule if necessary.

p. Revisions to construction schedule.

q. Review of proposed activities for succeeding Work period.

BNGR013200.HGR 013200-3

r. Review proposed Contract modifications for:

(1) Effect on construction schedule and on completion date.

(2) Effect on other contracts of the Project.

s. Other business.

5. Location of Meetings: At or near Project Site.

6. Reporting:

a. Within 3 working days after each meeting, Contracting Officer will prepare and distribute minutes of the meeting to Owner and Contractor.

b. Contractor shall distribute copies to principal Subcontractors and Suppliers.

D. Preinstallation Conferences:

1. Contractor shall conduct a preinstallation conference at the Project Site before each construction activity that requires coordination with other construction and where required in DIVISIONS 2 through 50.

2. Installing Subcontractor and representatives of manufacturers and fabricators, involved in or affected by the installation and its coordination or integration with other materials and installations, shall attend the meeting. Advise Contracting Officer of scheduled meeting dates.

3. Review the progress of other construction activities and preparations for the particular activity under consideration at each preinstallation conference, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related Change Orders.

d. Purchases.

e. Deliveries.

f. Shop Drawings, product data, and quality control samples.

g. Review of mockups.

h. Possible conflicts.

i. Compatibility problems.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's recommendations.

m. Warranty requirements.

n. Acceptability of substrates.

o. Temporary facilities.

p. Space and access limitations.

q. Governing regulations.

r. Safety.

s. Inspecting and testing requirements.

t. Required performance results.

u. Recording requirements.

v. Protection.

4. Record significant discussions and agreements and disagreements of each conference.

Distribute the minutes of the meeting within 3 working days after the meeting to everyone concerned, including Owner and Contracting Officer.

5. Do not proceed with the installation if disagreements arise during the conference which cannot be successfully resolved at the time. Contractor shall take actions necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date.

013200-4 BNGR013200.HGR

E. Multiple Contract Coordination Meetings:

1. Contracting Officer may conduct coordination meetings to be attended by Owner or his representative and prime contractors at the Site. Contractor shall participate in such conferences, accompanied by Subcontractors as requested by Contracting Officer.

2. Agenda will be similar to that stated above for Progress Meetings.

3. Location of Meetings: At or near the Project Site.

1.03 SCHEDULES AND REPORTS:

A. Initial Coordination Schedules:

1. Within 10 days after the Effective Date of Agreement, Contractor shall submit to Engineer for review and acceptance:

a. A preliminary construction progress schedule. The schedule shall show the Work in a horizontal bar chart or other graphic format, and indicate the times (number of days or dates) for starting and completing the various stages of the Work including any milestones specified in the Contract Documents.

b. A preliminary procurement schedule of Equipment and Materials.

c. A preliminary schedule of values for partial pay purposes.

d. A preliminary schedule of Submittals, as stated in SECTION 013300.

2. Within 21 days of Notice of Award, submit preliminary network diagram in accordance with SECTION 013216, and include:

a. Preliminary cash requirement prediction.

b. Preliminary schedule of Submittals as described in SECTION 013300.

c. Preliminary procurement schedule of Equipment and Materials.

B. Construction Progress Schedule:

1. After submittal of preliminary construction progress schedule as stated above, submit a detailed construction progress schedule within 30 days after the Effective Date of Agreement. Base the schedule on the preliminary construction progress schedule and incorporate review comments and other feedback. Submit 5 copies to Contracting Officer for review and acceptance.

2. The schedule shall show the Work in a horizontal bar chart or other graphic format suitable for displaying scheduled and actual progress.

a. The schedule shall indicate phases of the Work, starting date, major milestones, and dates of Substantial Completion and final completion.

b. Breakdown Work phases into separate time bar for each significant construction activity entry, with dates Work is expected to begin and be completed. Within each time bar, indicate estimated completion percentage in 10% increments.

c. Scale and spacing shall allow room for notations and revisions.

d. Sheet Size: Minimum 11 x 17 inches.

3. Provide subschedules to define in more detail critical portions of schedules, including inspections and tests.

4. Coordinate construction progress schedule with schedule of values, Submittal schedule, procurement schedule, progress reports, and payment requests.

5. Contracting Officer will review and comment on construction progress schedule and, upon agreement between Contracting Officer and Contractor on necessary changes:

a. Contractor shall print and distribute 5 copies of the accepted schedule to Engineer.

Contractor shall print additional copies for Subcontractors and other parties required to comply with scheduled dates, one copy to each party.

6. Revise the construction progress schedule after each meeting, event, or activity where revisions have been recognized and accepted to reflect impacts of new developments on the schedule.

BNGR013200.HGR 013200-5

7. Update and submit 5 copies to Contracting Officer of the revised schedule at least once each month to show actual progress compared to the originally accepted schedule and any proposed changes in the schedule of remaining Work. Include with construction progress report.

8. Cost- and Resource-Loading of CPM Schedule: Assign cost to construction activities on the CPM schedule. Do not assign costs to submittal activities. Obtain Architect's approval prior to assigning costs to fabrication and delivery activities. Assign costs under principal subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project record documents, LEED documentation, and demonstration and training (if applicable), in the amount of 5% of the Contract Sum.

a. Each activity cost shall reflect an appropriate value subject to approval by Architect.

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

9. Critical Path Method (CPM) schedule development and updating shall be as specified in

SECTION 013216.

C. Construction Progress Schedule with Multiple Prime Contracts:

1. Contractor shall secure time commitments for performing critical construction activities from other prime contractors. Contractor shall prepare a construction schedule taking into account the required interfacing with work on other contracts. The schedule shall be a comprehensive, fully developed schedule. The schedule shall be based on the preliminary construction schedule.

D. Procurement Schedule:

1. After submittal of preliminary procurement schedule as stated above under "Initial

Coordination Schedules", submit a detailed schedule for procurement of Equipment and Materials to be furnished by Contractor, Subcontractors, manufacturers, and Suppliers.

Do not include minor items which are known to be regularly stocked by local suppliers or readily available upon short notice. Submit to Contracting Officer for review with the construction progress schedule.

2. After submittal of preliminary procurement schedule with the preliminary network diagram as stated above under "Initial Coordination Schedules," submit a detailed schedule for procurement of Equipment and Materials to be furnished by Contractor, Subcontractors, manufacturers, and Suppliers. Procurement schedule shall be an integral part of the CPM Schedule as specified in SECTION 013216.

3. Contracting Officer will review and comment on the schedule for procurement, and upon agreement with Contractor concerning any necessary revisions, the schedule will be accepted.

4. Procurement schedule shall coincide with the construction progress schedule and the Submittal schedule, and shall indicate the date each item will be needed at the Site and the time required for delivery after order is placed.

5. Update the accepted schedule for procurement at least once each month to show the status of orders placed, Submittals, and delivery. Submit with the construction progress report.

6. If requested by Contracting Officer, submit copies of purchase orders placed by Contractor or Subcontractors.

E. Construction Progress Reports:

1. Submit a report on actual construction progress on a monthly basis. More frequent reports may be required should the Work fall behind the accepted schedule.

013200-6 BNGR013200.HGR

a. Submit a weekly report to coordinate with and supplement the monthly construction progress report and which details Work scheduled for the following one-week interval, including:

(1) Work activities which will occur.

(2) Number and size of crews.

(3) Construction equipment on Site.

(4) Major items of Equipment and Material to be installed.

b. Format shall be on 8-1/2 x 11-inch paper, submitted to Contracting Officer in 3 copies.

2. Construction progress reports shall consist of the revised construction progress schedule and a narrative report which shall include but not be limited to the following:

a. Comparison of actual progress to planned progress shown on originally accepted schedule.

b. Summary of activities completed since the previous construction progress report.

c. Identification of problem areas.

d. A description of current and anticipated delaying factors, if any.

e. Impact of possible delaying factors.

f. Proposed corrective actions.

3. Submit a construction progress report to Engineer with each application for partial payment. Work reported complete but not readily apparent to Contracting Officer must be substantiated with supporting data when requested by Contracting Officer.

4. If a schedule update reveals that, through no fault of Owner, the Work is likely to be completed later than the Contract completion date, Contractor shall:

a. Establish a plan for making up lost time.

(1) Increase number of workers, or

(2) Increase amount or kinds of tools, or

(3) Work overtime or additional shifts, or

(4) A combination of 2 or more of the above 3 actions.

b. Submit plan to Contracting Officer before implementing the plan.

c. Take actions as necessary to get the Work back on schedule at no additional cost to

Owner.

F. Schedule of Values:

1. Based on the preliminary schedule of values, submit finalized schedule of values acceptable to Engineer as to form and basic details.

2. Coordinate preparation of schedule of values with preparation and content of construction progress schedule.

3. Content:

a. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve as a basis for computing values for progress payments during construction.

b. Follow the construction progress schedule breakdown of Work activities as format for listing component items and assigning values.

c. Follow the table of contents of this Project Manual as the format for listing component items.

(1) Identify each line item with the number and title of the respective major

Division or Section of the Specifications.

d. For each major line item list subvalues of major products or operations under the item.

(1) Each item shall include a directly proportional amount of the Contractor's overhead and profit.

BNGR013200.HGR 013200-7

(2) For items on which progress payments will be requested for stored materials received, but not installed, break down the value into:

(a) The cost of the materials, delivered and unloaded, including taxes paid unless taxes are exempted.

(b) The total installed value.

e. The sum of all values listed in the schedule shall equal the total Contract Price.

4. Submit as an output of the CPM Schedule described in SECTION 013216 as "Value

Summaries." The "Value Summaries" shall have as their basis the "Preliminary Cash Requirement Prediction" specified above under Initial Coordination Schedules.

5. In addition to the schedule of values prepared and submitted as the basis for partial payments, prepare a separate Contract Price breakdown suitable for Owner's accounting purposes. It shall be submitted to Contracting Officer prior to final payment. The price breakdown shall be in the accounts listed herein and shall aggregate the final Contract Price.

G. Special Reports:

1. When an event of an unusual and significant nature occurs at the site, prepare and submit a special report. List the chain of events, persons participating, response by Contractor's personnel, an evaluation of the results or effects, and similar pertinent information.

Advise the Owner in advance when such events are known or predictable.

2. Submit original report to Owner and copy to Contracting Officer.

PART 2 - PRODUCTS - Not Applicable.

END OF SECTION 013200

BNGR013216.HGR 013216-1

SECTION 013216 - CPM SCHEDULES

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section includes administrative and procedural requirements for the critical path method

(CPM) of scheduling and reporting progress of the Work.

1. Refer to the General Conditions and the Agreement for definitions and specific dates of

Contract Times.

2. Time is of the essence of the Contract, and the Work shall be scheduled to provide for timely Project completion.

B. Related Work Specified Elsewhere: The following Sections contain requirements that relate to this Section:

1. Requirements for submitting and distributing meeting and conference minutes:

SECTION 013200.

2. Requirements for scheduling the procurement of Equipment and Materials: SECTIONS

013200 and 016000.

3. Requirements for Submittals: SECTION 013300.

4. Coordinate work of this Section with FAR 52.236-25, "Schedules for Construction

Contracts" and the General Requirements.

1.02 REFERENCES:

A. Associated General Contractors of America (AGC):

1. Construction Planning & Scheduling.

1.03 DEFINITIONS:

A. Critical Path Method (CPM): A method of planning and scheduling a construction project where activities are arranged based on activity relationships and duration of each activity; and network mathematical calculations determine when activities can be performed and the critical path of the Project.

B. Critical Path: The longest continuous chain of activities through the network schedule that establishes the minimum overall Contract duration from Notice to Proceed to Date of Substantial Completion.

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

D. Activity: A separate and distinct part of a Contract that can be identified for planning, scheduling, monitoring, and controlling the construction Work. Activities included in a construction schedule consume time and resources, but shall not include planned Work stoppages. Duration of an activity shall not exceed the greater of 30 calendar days or 10% of the overall Contract duration. Activities shall normally not reflect the work of more than one trade.

1. Critical activities are activities on the critical path, and have zero or negative float.

2. Predecessor activity is an activity that may be started or completed before a following activity can be started or completed.

3. Successor activity is an activity which may start after commencement or completion of a previous activity.

E. Event: An event is the starting or ending point of an activity. An event has no duration.

F. Milestone: A key or critical point in time for reference or measurement. A milestone has no duration.

G. Float is the measure of leeway in activity performance.

SECTION 013216 - CPM SCHEDULES: continued

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1. Free float is the amount of time an activity can be delayed without adversely affecting the early start of any of its successor activities.

2. Total float or "slack time" is the measure of leeway in starting or completing an activity without adversely affecting an intermediate deadline or the planned Contract completion date.

3. Negative float is the amount of time beyond the late completion date that an activity is actually completed.

4. Relative float is the current status of an activity in relation to the approved CPM schedule completion date.

5. Available float is the amount of time between early completion of a CPM activity and its scheduled completion date.

1.04 QUALITY ASSURANCE:

A. Project Scheduler:

1. Contractor for general construction shall retain the services of a Project scheduling consultant to provide planning, evaluating, and reporting by CPM scheduling techniques.

Other prime contractors shall participate in scheduling in the same manner.

a. Scheduler shall be an expert in CPM scheduling and reporting and shall have a minimum of 3 years' experience with Contracts of this size or larger.

b. Contractor shall provide descriptions of a minimum of 3 similar contracts and owner contact references for scheduler within 7 days of Notice of Award.

c. Owner will have the right to reject an unqualified scheduler or to order removal from the Project of a scheduler unable to perform.

d. Scheduler shall have computer facilities that are capable of delivering detailed network diagrams and reports within 48 hours of request.

2. Requirement to retain a Project scheduling consultant may be waived, provided

Contractor can demonstrate:

a. Contractor has the computer equipment and software required to produce CPM network diagrams acceptable to Engineer, and capable of delivering detailed network diagrams and reports within 48 hours of request.

b. Contractor employs skilled personnel with the required 3-year experience in CPM scheduling and reporting on contracts similar to this Contract.

B. Program: Use a computer software program for network analysis that has been developed specifically to manage CPM construction schedules and is acceptable to Engineer.

1. Primavera.

2. Sure Trak.

3. Contracting Officer-approved equal.

C. Standards: Comply with procedures contained in AGC's "Construction Planning & Scheduling."

D. Diagram Type:

1. Precedence.

2. Activity on arrow.

3. Activity on node.

1.05 DELAYS AND TIME EXTENSIONS:

A. Float Time:

1. Positive float time shall be jointly owned by Owner and Contractor.

2. Positive float time expires as the Work progresses.

BNGR013216.HGR 013216-3

3. Positive float time may be consumed by Owner or Contractor on a first-come, first-served basis.

4. Contractor shall not use artificial activity durations, preferential logic, or other devices for the purpose of sequestering float. Owner retains the right to reject any schedule submittal in which Contractor has sequestered float.

B. Time Extension:

1. No time extensions will be granted Contractor by Owner unless a delay or change caused by Owner results in the Work exceeding the "baseline" schedule Date of Substantial Completion.

2. No time extensions will be granted because of delays caused by Owner which increase negative float unless the delay causes the Date of Substantial Completion to occur later in time.

3. Time extensions will be granted in accordance with the General Conditions only to the extent that time adjustments for the activity or activities affected exceed the float along the network paths involved.

a. Submit time extension requests with a narrative report supporting the request and 3 copies of the Total Float Report and input data if a mathematical analysis is necessary to support the narrative report and changes in the critical path.

1.06 PRELIMINARY NETWORK DIAGRAM:

A. Preliminary Meeting:

1. If requested by Owner and Contracting Officer, participate in a meeting with Project Scheduler to discuss the proposed schedule and the requirements of this Section prior to submittal of the preliminary network diagram and other preliminary schedules.

B. Preliminary Network Diagram: Submit a preliminary network diagram as specified in SECTION 013200 – PROJECT MEETINGS, SCHEDULES, AND REPORTS. The preliminary network diagram shall detail activities for the first 90 days of construction after issuance of the Notice to Proceed. Include a bar chart for the remainder of the Work with the preliminary network diagram.

1. Include each significant construction activity. Define the relationship between each activity in the network with other activities. Schedule each construction activity in proper sequence.

2. Indicate milestone dates and completion of the Work on the date established for Substantial Completion, unless Owner agrees otherwise.

3. Owner will furnish Contractor early and late delivery dates for Owner-furnished Equipment within 5 days after Notice of Award.

4. Owner will furnish Contractor the Project calendar showing the standard work week in terms of days and hours, and nonwork days to be used in preparing initial baseline schedule within 5 days after Notice of Award.

C. Cash Requirement Prediction: With submittal of the preliminary network diagram, include a preliminary cash requirement prediction based on indicated activities. The preliminary cash requirement prediction shall serve as a basis for the "Value Summaries."

D. Schedule of Submittals: With submittal of the preliminary network diagram, include a schedule of Submittals required during the first 90 days of construction following issuance of Notice to Proceed.

1. List those required to maintain orderly progress of the Work and those required early because of long lead-time for manufacturer or fabrication.

2. No more than one Submittal for an activity.

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E. Distribution: Contractor shall print and distribute 5 copies of the preliminary network diagram and other specified preliminary schedules to Contracting Officer. Contractor shall print additional copies for other parties involved in construction activities that are scheduled early.

1.07 CPM SCHEDULE:

A. Prepare the construction progress schedule using the network analysis diagram system known as the critical path method (CPM). Follow procedures outlined in AGC's "Construction Planning & Scheduling."

1. Proceed with preparation of the network diagram immediately following Notice of

Award of the Contract.

2. Follow the steps necessary to complete development of the network diagram in sufficient time to submit CPM Schedule so it can be accepted for use no later than 90 days after issuance of the Notice to Proceed.

3. Contractor shall arrange to have Project Scheduler or other qualified party conduct educational workshops at the Project Site to train and inform key project personnel, including Subcontractors' personnel, in proper methods of providing data and using CPM schedule information.

4. Establish procedures for monitoring and updating the CPM Schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates. Use "one 8-hour working day" as the unit of time.

5. At the time the construction progress schedule is approved by the Owner, it becomes the "baseline" schedule which can be extended only by a Contract modification. The "current" progress schedule will be compared to the "baseline" schedule.

a. Contracting Officer approval of schedule logic and duration of activities to meet milestone and final completion dates will be required for the "baseline" schedule.

b. The approved "baseline" schedule shall not be modified by additional resource or manpower leveling without Contracting Officer approval.

c. Contract final completion shall be the late finish date.

6. Progress Payments:

a. Prior to acceptance of the "baseline" schedule, progress payment requests will be approved based on Work-in-place estimates by Contracting Officer.

b. No progress payment will be made after the third month of the Contract Times unless the "baseline" CPM schedule is approved.

B. CPM Schedule Preparation: Prepare a list of all activities involved in the Project. Include a list of activities required to complete the Work. Provide the best data available for generation of the network diagram and the CPM schedule.

1. Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Assign each activity a number.

2. Indicate estimated times for the following activities to be performed.

a. Preparation and processing of Submittals.

b. Purchase of Equipment and Materials.

c. Delivery.

d. Fabrication.

e. Installation.

f. Interfaces with Owner's existing operations or other contractors.

g. Startup and testing operations.

3. Failure to include any activity required for performance of the Contract Work shall not excuse Contractor from completing the Work within the Contract Times, not withstanding the Contracting Officer approval of the CPM Schedule.

BNGR013216.HGR 013216-5

C. Processing: Enter prepared data on the processing system. Process data to produce output data or a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reprocess as often as necessary to fit the CPM schedule within the duration of the Contract from Notice to Proceed to the Date of Substantial Completion.

D. Format: Display the full network on a single sheet of milar or other reproducible media, of sufficient width to show data clearly for the entire Contract duration from Notice to Proceed to the Date of Substantial Completion.

1. Mark the critical path. Locate the critical path near the center of the network; locate paths with the most float near the edges.

2. Subnetworks on separate sheets are permissible for activities clearly off the critical path.

E. Initial Issue: Prepare the initial issue of the CPM schedule network diagram from a listing of straight "total float - early start" sort. Identify critical activities. Prepare tabulated reports in hardcopy and electronic (disc) formats to show the following:

1. Contractor or Subcontractor and Work activity according to responsibility for each.

a. Assign responsibility codes to all parties responsible for accomplishment of an activity.

2. Number and description of the activity.

a. Assign numbering such that predecessor activity numbers are smaller numerically than successor activity numbers.

b. Use even-numbered activity numbers for base Contract Work, and odd-numbered activity numbers for Change Order Work.

3. Principal events of that activity.

4. Immediate predecessor and successor activities.

5. Early and late start dates.

6. Early and late finish dates.

7. Activity duration in working days.

8. Total float.

9. Dollar value of activity (coordinated with the value summaries).

F. Value Summaries: Prepare 2 cumulative value listings, sorted by finish dates.

1. In first listing, tabulate the following:

a. Activity number.

b. Early finish date.

c. Dollar value.

d. Cumulative dollar value.

2. In second listing, tabulate the following:

a. Activity number.

b. Late finish date.

c. Dollar value.

d. Cumulative value.

3. In subsequent updates of both listings, substitute actual finish dates for activities completed as of listing date.

4. Prepare listing for ease of comparison with payment requests; coordinate timing with regularly scheduled construction progress meetings.

a. In both value summary listings, tabulate "actual percent complete," and "cumulative value completed" with total at bottom. In addition, provide graphic diagrams comparing "scheduled" and "actual" percents complete and cumulative values.

b. Submit value summary printouts and graphic diagrams following each regularly scheduled construction progress meeting.

013216-6 BNGR013216.HGR

5. Cost- and Resource-Loading of CPM Schedule: Assign cost to construction activities on the CPM schedule. Do not assign costs to submittal activities. Obtain Architect's approval prior to assigning costs to fabrication and delivery activities. Assign costs under principal subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project record documents, LEED documentation, and demonstration and training (if applicable), in the amount of 5% of the Contract Sum.

a. Each activity cost shall reflect an appropriate value subject to approval by Architect.

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

G. Provide 5 complete sets of network diagram(s), schedules, and tabulations to Engineer for CPM schedule initial issue and updates. Provide additional copies for principal Subcontractors and Suppliers affected by the CPM schedule.

1. Provide 2 copies of the data diskettes containing the submitted CPM schedule.

1.08 CPM SCHEDULE UPDATING:

A. Based on "baseline" schedule logic, activity durations, and Contract Times, update on a monthly basis to include, but not be limited to:

1. Actual start and completion dates in direct comparison to scheduled dates.

2. Percentage completion of unfinished activities.

3. Incorporation of approved changes and time extensions.

a. Changes in the critical activities.

b. Changes in activity durations.

4. Narrative update identifying problems, proposed solutions, and known delays.

5. Changes in the network diagram.

B. Submit a line item summary listing of changes.

C. Responsibility for Project…