Rehabilitate Runway 5L‐23R and Taxiway A Indianapolis International Airport IAA Project No. I‐14‐003 Pre‐Bid Meeting May 1, 2014 ‐ 3:00 PM In Partnership With:
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Rehabilitate Runway 5L‐23R and Taxiway AIndianapolis International Airport
IAA Project No. I‐14‐003
Pre‐Bid MeetingMay 1, 2014 ‐ 3:00 PM
In Partnership With:
INTRODUCTIONSRe
habilitate Ru
nway 5L‐23
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Engineer’s of Record:
CHA Consulting, Inc.
Infrastructure Engineering, Inc.
Attendee Introductions (Include Company Name, Prime or Subcontractor, and Identify XBE Status)
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BIDDING DOCUMENTS
Documents available through Reprographix, Inc. ePlanroom (www.reprographix.com)
Documents Consist of:
Bid Proposal Packet
Specification Booklet
Construction Plan Set
Bids are due Thursday, May 22, 2014 @ 11:00 AM
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BID PROPOSAL
All bid proposals must be submitted in an opaque envelope marked with the following information:
Bidder’s Name
Project Name
Date and Time Bids Are Due
Arrangement of Bid Proposal and Construction Documents:
Base Bid – Rehabilitate Runway 5L‐23R
Base Bid Alternate – Rehabilitate Runway 5L‐23R and Taxiway A
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BID PROPOSAL – Continued
Questions must be submitted in writing using the enclosed form (IB‐5) and emailed to [email protected]
Questions must be received no later than May 13, 2014
Mandatory items to be included with bid proposal:
Contractor’s Bid for Public Works (Form 96)
Contractor’s Financial Statement
Proposal Guaranty, Certified Check, or Bid Bond (5% of the Base Bid or Base Bid Alternate, whichever is greater)
Contract Signature Page
IAA Bid Proposal
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BID PROPOSAL – Continued
Other items to be included with bid proposal:
Letter from bonding company certifying ability to provide performance and payment bonds
List of subcontractors doing more than 5% of the work for the Base Bid and Base Bid Alternate
Statement of previous contracts
Certification of Non‐Segregated Facilities
Buy American Certification
Affidavit of Business Diversity Utilization Plan with Diverse Vendor (D/M/W/VBE) Statement of Intent to Perform Work
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BID PROPOSAL – Continued
Independent items required to support responsive proposal for the Base Bid and Base Bid Alternate:
Itemized Proposals – Pages BP‐5.1 through 5.6
Lists of Subcontractors
Affidavit of Business Diversity (D/M/W/VBE) Utilization Plan
Diverse Vendor (D/M/W/VBE) Statement of Intent to Perform Work
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BUSINESS DIVERSITY
XBE Participation Goals:
Disadvantaged Business Enterprise (DBE) – 14%
Minority‐Owned Business Enterprise (MBE) – 20%
Woman‐Owned Business Enterprise (DBE) – 10%
Veteran‐Owned Business Enterprise (DBE) – 3%
IAA Point of Contact for Business Diversity:
Holli HarringtonIAA Director of Supplier Diversity
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SCOPE OF WORK
Applies to both the Base Bid and Base Bid Alternate
Rehabilitation to include: Cleaning and resealing of:
longitudinal and transverse joints in concrete pavement
expansion joints in concrete pavement
Routing and sealing of cracks in bituminous and concrete pavements
Spall repair in concrete pavement
Replacement of isolated concrete shoulder pavement panels (8” depth), isolated concrete taxiway pavement panels (16” depth), isolated concrete runway pavement panels (18” depth)
Replacement of pavement condition sensors
Removal of pavement markings and rubber buildup
Application of new runway and taxiway pavement markings
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WORK LIMITS – BASE BID
Rehabilitation of concrete pavements for: Runway 5L‐23R including Blast Pads and Shoulders
Connector Taxiways A1, A2, A4, A5, A7, A11, and A12 within the Runway Safety Area (RSA)
Foxtrot Lane within the RSA
Connector Taxiways B1, B2, B5, B7, B11, and B12 within the RSA
Taxiway R within the RSA
Work limits extend 25’ (1 row of panels) beyond RSA
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WORK LIMITS – BASE BID ALTERNATE
Rehabilitation of concrete pavements for: Runway 5L‐23R including Blast Pads and Shoulders
Taxiway A (between Taxiway A12 and Runway 14‐32)
Connector Taxiways A1, A2, A4, A5, A7, A11, and A12
Connector taxiways at:
Indianapolis Maintenance Center
Eagle Hub Apron
FedEx East and West Maintenance Facilities
Foxtrot Lane within the RSA
Connector Taxiways B1, B2, B5, B7, B11, and B12 within the RSA (Work limits extend 25’ (1 row of panels) beyond RSA)
Taxiway R within the RSA (Work limits extend 25’ (1 row of panels) beyond RSA)
Taxiway N within ±135 of Taxiway A Intersection
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SITE LOGISTICS – BASE BID AND BASE BID ALTERNATE
Primary site access through Gate 30C (near North Midfield Service Road and West Perimeter Road)
Equipment staging and material laydown area located adjacent to gate
Equipment and materials must be stored at the staging area when not in use (Maximum Height of 25’)
Field Office collocated with staging area
Gate Guard Required
Primary Haul Route – North Tug Road
Construction Traffic Shall Not Use Col. H. Weir Cook Memorial Drive or North High School Road as a Haul Route
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CONSTRUCTION SAFETY AND PHASING ‐ General
Safety and Phasing Compliance Document (SPCD) Required per FAA Advisory Circular 150/5370‐2F
Work Hours and General Work Items Daily Closures – 0730 hours to 1730 hours
Clean and Reseal Joints and In‐Pavement Lighting
Spall and Popout Repairs
Weekend Closures – Friday 0730 hours to Monday 2000 hours
Clean and Reseal Joints and In‐Pavement Lighting
Spall and Popout Repairs
Isolated Full Slab Replacements
IAA Reserves the right to temporarily stop work due to: Inclement weather (Visibility below 1,800’ RVR)
Operational need or other unforeseen conditions
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CONSTRUCTION SAFETY AND PHASING – General (Cont’d)
Weekly Construction Meetings (SP‐17) Thursdays at 1000 hours – Field Office
Moratoriums Labor Day – August 25, 2014 through September 1, 2014 Tuesdays – Each Work Week
Project Security Resources (SP‐19) General Provision GP 70‐23 – approved vendors Requirements for number of Crew Guards, Escorts, and
Flaggers Gate Guard required whenever Gate 30C is open
Construction Management and Resources The Contractor shall have at all times, a project representative
capable of adjusting prime and subcontractor resources as necessary to complete the work within any given phase.
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CONSTRUCTION SAFETY AND PHASING – General (Cont’d)
Haul Route Signage and Wayfinding Light plants required for weekends
Foreign Object Debris (FOD) Reduction (SP‐9) Vacuum and Broom Trucks Continuously Cleaning Allow sufficient time and resources prior to opening pavement
At least 2 hours for daily closures
At least 6 hours for weekend closures
Runway Closure Crosses Owner‐furnished/Contractor maintained
Taxiway Closure Crosses Contractor‐furnished and maintained
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CONSTRUCTION SAFETY AND PHASING – General (Cont’d)
Low‐Profile Construction Barricades Contractor‐furnished and maintained Can be either:
Water‐filled, or
A‐frame
Delineation of Slab Replacement Limits Standard Reflective Traffic Barrels – Weekend Closures Only
Test Section for Panel Replacement IAA to designate location on Old Terminal Apron
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CONSTRUCTION SAFETY AND PHASING – Base Bid
Five (5) Phases Phase 1 through 4 – Daily and Weekend Closures
Panel Replacements reserved for Weekends Only
Phases 5A and 5B – Weekend Closure Only
Pavement marking removal and replacement (including rubber removal)
Total contract time – 36 Working Days Anticipated Construction NTP – August 4, 2014 Anticipated Substantial Completion – September 29,
2014
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CONSTRUCTION SAFETY AND PHASING – Base Bid Alternate
Eight (8) Phases Phase 1 and 2 – Weekend Closure Only
Phases 3 through 6 – Daily and Weekend Closures
Panel Replacements reserved for Weekends Only
Phase 7A – Daily Closures Only
To facilitate access to the Ground Run‐Up Enclosure
Phase 7B – Weekend Closure Only
To facilitate access to the Ground Run‐Up Enclosure
Phases 8A through 8C – Weekend Closure Only
Pavement marking removal and replacement (including rubber removal)
Total contract time – 51 Working Days Anticipated Construction NTP – August 4, 2014 Anticipated Substantial Completion – October 27, 2014
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LIQUIDATED DAMAGE SCHEDULE – BASE BIDSchedule Liquidated Damages Cost Allowed Construction Time1 Hour 2 Hours > 2 Hours
Phase 1 $3,500 $4,500 $10,000
August 5, 2014 – August 7, 2014 (0730 Hours ‐1730 Hours Daily)
August 8, 2014 (0730 Hours) – August 11, 2014 (2000 Hours)
Phase 2 $3,500 $4,500 $10,000August 13, 2014 – August 14, 2014 (0730 Hours ‐1730 Hours Daily)
August 15, 2014 (0730 Hours) – August 18, 2014 (2000 Hours)
Phase 3 $3,500 $4,500 $10,000
September 2, 2014 – September 4, 2014 (0730 Hours ‐1730 Hours Daily)
September 5, 2014 (0730 Hours) – September 8, 2014 (2000 Hours)
Phase 4 $3,500 $4,500 $10,000
September 10, 2014 – September 11, 2014 ; September 17, 2014 –September (0730 Hours ‐1730 Hours Daily)
September 12, 2014 (0730 Hours) – September 15, 2014 (2000 Hours)
Phase 5A $3,500 $4,500 $10,000September 19, 2014 (0730 Hours) – September 22, 2014 (2000 Hours)
Phase 5B $3,500 $4,500 $10,000September 26, 2014 (0730 Hours) – September 29, 2014 (2000 Hours)
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LIQUIDATED DAMAGE SCHEDULE – BASE BID ALTERNATESchedule
Liquidated Damages CostAllowed Construction Time1 Hour 2 Hours > 2 Hours
Phase 1 $3,500 $4,500 $10,000 August 8, 2014 (0730 Hours) – August 11, 2014 (2000 Hours)
Phase 2 $3,500 $4,500 $10,000 August 15, 2014 (0730 Hours) – August 18, 2014 (2000 Hours)
Phase 3 $3,500 $4,500 $10,000September 2, 2014 – September 4, 2014 (0730 Hours ‐1730 Hours Daily)
September 5, 2014 (0730 Hours) – September 8, 2014 (2000 Hours)
Phase 4 $3,500 $4,500 $10,000
September 10, 2014 – September 11, 2014 (0730 Hours ‐1730 Hours Daily)
September 12, 2014 (0730 Hours) – September 15, 2014 (2000 Hours)
Phase 5 $3,500 $4,500 $10,000
September 17, 2014 – September 18, 2014 (0730 Hours ‐1730 Hours Daily)
September 19, 2014 (0730 Hours) – September 22, 2014 (2000 Hours)
Phase 6 $3,500 $4,500 $10,000
September 24, 2014 – September 25, 2014 (0730 Hours ‐1730 Hours Daily)
September 26, 2014 (0730 Hours) – September 29, 2014 (2000 Hours)
Phase 7A $3,500 $4,500 $10,000 October 1, 2014 – October 2, 2014 (0730 Hours ‐1730 Hours Daily)
Phase 7B $3,500 $4,500 $10,000 October 3, 2014 (0730 Hours) – October 6, 2014 (2000 Hours)
Phase 8A $3,500 $4,500 $10,000 October 10, 2014 (0730 Hours) – October 13, 2014 (2000 Hours)
Phase 8B $3,500 $4,500 $10,000 October 17, 2014 (0730 Hours) – October 20, 2014 (2000 Hours)
Phase 8C $3,500 $4,500 $10,000 October 24, 2014 (0730 Hours) – October 27, 2014 (2000 Hours)
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SPECIFICATIONS
Key Technical Provisions to Note: M‐362 – Silicone Joint and Crack Sealants for PCCP
Requirements for joint and crack cleaning and sealing
M‐564 – Repair of Pavement Distresses in PCCP
Requirements for spall repairs and isolated slab removal
P‐501 – Portland Cement Concrete Pavement (PCCP)
Alkali‐Silica Reactivity Testing and Associated Lead Times
Test Section Requirements
Early Strength Gain Requirements (see SP‐26)
400 PSI Flexural @ 12 hours
725 PSI Flexural @ 28 days
Flexural and Compressive Testing Requirements
Pavement Damage Definitions (see SP‐26)
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SPECIFICATIONS ‐ Continued
Key Special Provisions to Note: SP‐7 – Operational Safety on Airport During Construction
SP‐8 – Undistributed Quantities
SP‐9 – Pavement Cleaning Operations
Critical item associated with reopening pavements to aircraft
SP‐19 – General Provision 70
Unit pricing for project security to allow use of any approved vendor
SP‐21 – M‐102 Maintenance of Traffic
Requirements for SPCD
SP‐24 – M‐105 Maintenance of Traffic
Shop drawing and job mix formula(s) submittal and review timeline
SP‐26 – P‐501 PCCP
Project‐specific alternations
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SPECIFICATIONS ‐ Continued
Key Special Provisions to Note (continued): SP‐37 – Pavement Marking and Rubber Removal
SP‐38 – INDOT Material References
Undistributed quantities for base course repair/replacement
SP‐39 – Clean and Reseal In‐Pavement Lights
SP‐40 – Pavement Sensor Replacement
Includes cost of commissioning
SP‐41 – Installation of Airport Lighting Systems
Undistributed Quantities to be on‐site prior to start of construction
No payment for installation of items as a result of Contractor damage
IAA to purchase uninstalled items at contract unit price
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NEXT STEPS
Bidder Questions Received until 5:00 PM on Tuesday, May 13, 2014
Sealed Bids Received until 11:00 AM on Thursday, May 22, 2014 – Public Bid Opening
Anticipated IAA Board Approval to award the contract – June 20, 2014
Preconstruction Activities – July 2014 Performance and Payment Bonds within 10 days of executing
contract
Furnish certificate of insurance – See General Provision 70‐11
Additional named insureds
Submit construction schedule within 10 days of award
Preconstruction Meeting
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NEXT STEPS ‐ Continued
Preconstruction Activities – July 2014 (Continued) Shop Drawing and Job Mix Formula Review – Complete
before August 4, 2014
Safety and Phasing Compliance Document (SPCD)
File IAA Work Permit
All other permitting – Responsibility of Contractor
Conduct Test Section
Anticipated Construction Notice to Proceed –August 4, 2014 Contingent upon completion of Rehabilitate Taxiway D
project
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QUESTIONS
AND
NETWORKING SESSION
In Partnership With:
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