Ramp Improvements - Biddeford Exit 32 Mile 31.6

MAINE TURNPIKE AUTHORITY
MAINE TURNPIKE
CONTRACT DOCUMENTS
CONTRACT 2026.19
RAMP IMPROVEMENTS
BIDDEFORD EXIT 32
MM 31.6
NOTICE TO CONTRACTORS
PROPOSAL
CONTRACT AGREEMENT
CONTRACT BOND
FINAL LIEN AND CLAIM WAIVER AND AFFIDAVIT
SPECIFICATIONS

MAINE TURNPIKE AUTHORITY
SPECIFICATIONS
The Specifications are divided into two parts:
Part I, Supplemental Specifications and Part II, Special
Provisions.
The Maine Turnpike Supplemental Specifications are additions
and alterations to the 2014 Maine Department of
Transportation Standard Specifications. See Subsection 100.1.

TABLE OF CONTENTS
PAGE
NOTICE TO CONTRACTORS N-1
PROPOSAL P-1
CONTRACT AGREEMENT C-1
CONTRACT BOND CB-1
FINAL LIEN AND CLAIM WAIVER AND AFFIDAVIT F-1
ARRANGEMENT OF SPECIFICATIONS
PART I - SUPPLEMENTAL SPECIFICATIONS SS-1
PART II - SPECIAL PROVISIONS SP-1
PART III - APPENDICES AP-1

MAINE TURNPIKE AUTHORITY
NOTICE TO CONTRACTORS
Sealed Proposals will be received by the Maine Turnpike Authority for:
CONTRACT 2026.19
RAMP IMPROVEMENTS
BIDDEFORD EXIT 32
MM 31.6
at the office of the Maine Turnpike Authority, 2360 Congress Street, Portland, ME, until 10:00 a.m.,
prevailing time as determined by the Authority on May 19, 2026 at which time and place the
Proposals will be publicly opened and read. Bids will be accepted from Contractors prequalified
by the Maine Department of Transportation for Highway Construction Projects. In addition,
Contractors submitting bids must be themselves or utilize an electrical subcontractor prequalified
by the Maine Department of Transportation for Traffic Signals and Lighting Projects. All other bids
may be rejected. This Project includes a wage determination developed by the State of Maine
Department of Labor. We now accept electronic bids for bid packages posted on the Bid Express
website. Electronic bids do not have to be accompanied by paper bids. Until further notice,
dual bids (one paper, one electronic) will be accepted, with the paper copy taking precedence.
The work consists of modifications to the Exit 32 Interchange southbound off-ramp at MM
31.6 in the Town of Biddeford, Maine. The work includes milling, earthwork, pavement, signing,
guardrail, drainage, electrical work, and maintenance of traffic and all other work incidental thereto
in accordance with the Plans and Specifications.
The half size Plans and Contract Documents may be obtained from the Authority upon
payment of One Hundred ($100.00) Dollars for each set, which payment will not be returned.
Checks shall be made payable to: Maine Turnpike Authority. The Plans and Contract Documents
may also be downloaded from a link on our website listed below.
For general information regarding Bidding and Contracting procedures, contact Nate Carll,
Purchasing Manager, at (207) 482-8115. For information regarding Schedule of Items, plan holders
list and bid results, visit our website at the link below. To submit questions, use the electronic
Request For Information (RFI) tab at https://www.maineturnpike.com/projects/construction-
contracts for Contract 2026.19. Questions shall be submitted by May 12, 2026 at 5:00 p.m.
Responses will not be prepared for questions received by telephone. Bidders shall not contact any
other Authority staff or Consultants for clarification of Contract provisions, and the Authority will
not be responsible for any interpretations so obtained.
All work shall be governed by the Specifications entitled "State of Maine, Department of
Transportation, Standard Specifications, Revision of November 2014", "Standard Details,
Revision of March 2020" and "Best Management Practices for Erosion and Sediment Control",
latest issue. Copies and recent updates to these publications can be downloaded at the following
N - 1

links: https://www.maine.gov/dot/doing-business/bid-opportunities/standards# and
https://www.maine.gov/dot/publications/brochures-guides.
Proposals must be accompanied by an original bid bond, certified or cashier's check payable
to the Maine Turnpike Authority in an amount not less than Five (5%) Percent of the Total Amount
in the Proposal, but not less than $500.00. The Bidder to whom a Contract is awarded will be
required to furnish a Surety Corporation Bond, satisfactory to the Authority, on the standard Contract
Bond form of the Authority, for a sum not less than the Total Amount of the Proposal.
Proposals must be made upon the Proposal Forms furnished by the Authority separately with
the Contract Documents, and must be enclosed in the sealed special addressed envelope provided
therefore bearing the name and address of the Bidder, the name of the Contract, and the date and
time of Proposal opening on the outside.
A pre-bid conference will be held on May 5, 2026 at 2:00 p.m. at the Maine Turnpike
Authority, 2360 Congress Street, Portland, Maine.
The Authority reserves the unqualified right to reject any or all Proposals and to accept that
Proposal which in its sole judgment will under all circumstances serve its best interest.
MAINE TURNPIKE AUTHORITY
Nate Carll
Purchasing Manager
Maine Turnpike Authority
Portland, Maine
N - 2

Maine Turnpike Authority
MAINE TURNPIKE
PROPOSAL
CONTRACT 2026.19
RAMP IMPROVEMENTS
BIDDEFORD EXIT 32
MM 31.6

MAINE TURNPIKE AUTHORITY
PROPOSAL
CONTRACT 2026.19
RAMP IMPROVEMENTS
BIDDEFORD EXIT 32
MM 31.6
TO MAINE TURNPIKE AUTHORITY:
The work consists of modifications to the Exit 32 Interchange southbound off-ramp at MM
31.6 in the Town of Biddeford, Maine. The work includes milling, earthwork, pavement, signing,
guardrail, drainage, electrical work, and maintenance of traffic and all other work incidental thereto
in accordance with the Plans and Specifications.
This Work will be done under a Contract known as Contract 2026.19 according to the Plans
and Specifications which are on file in the office of the Maine Turnpike Authority, 2360 Congress
Street, Portland, Maine.
On the acceptance of this Proposal for said Work, the undersigned will give the required
bond with good security conditioned for the faithful performance of said Work, according to said
Plans and Specifications, and the doing of all other work required by said Specifications for the
consideration herein named and with the further condition that the Maine Turnpike Authority shall
be saved harmless from any and all damages that might accrue to any person, persons or property by
reason of the carrying out of said Work, or any part thereof, or by reason of negligence of the
undersigned, or any person or persons under his employment and engaged in said Work.
The undersigned hereby declares that he/she has carefully examined the Plans, Specifications
and other Contract Documents, and that he/she will contract to carry out and complete the said Work
as specified and delineated at the price per unit of measure for each scheduled item of Work stated
in the Schedule of Prices as follows:
It is understood that the TOTAL AMOUNT stated by the undersigned in the following
Schedule of Prices is based on approximate quantities and will be used solely for the comparison of
bids, and that the quantities stated in the Schedule of Prices for the various items are estimates only
and may be increased or decreased all as provided in the Specifications.
P - 1

SCHEDULE OF BID PRICES
CONTRACT NO. 2026.19
Ramp Improvements
Biddeford Exit 32
MM 31.6
Item
Approx.
N I u te m m ber Unit Prices Bid Amount
No Item Description Units Quantities in Numbers in Numbers
Dollars Cents Dollars Cents
202.202 REMOVING PAVEMENT Square 1,450
SURFACE Yard
203.20 COMMON EXCAVATION Cubic 4,250
Yard
203.25 GRANULAR BORROW Cubic 230
Yard
304.10 AGGREGATE SUBBASE Cubic 1,650
COURSE - GRAVEL Yard
304.14 AGGREGATE BASE Cubic 410
COURSE - TYPE A Yard
403.207 HOT MIX ASPHALT, 19.0 mm Ton 330
NOMINAL MAXIMUM SIZE
403.2081 HOT MIX ASPHALT, 12.5 mm Ton 300
(POLYMER MODIFIED) - RAP
403.211 HOT MIX ASPHALT, 9.5 mm Ton 10
NOMINAL MAXIMUM SIZE
(SHIMMING)
403.213 HOT MIX ASPHALT, 12.5 mm Ton 470
(BASE AND INTERMEDIATE
BASE COURSE)
409.15 BITUMINOUS TACK COAT Gallon 430
RS-1 OR RS1H - APPLIED
419.30 SAWING BITUMINOUS Linear 2,050
PAVEMENT Foot
CARRIED FORWARD:
P-2

CONTRACT NO:2026.19
Item
N I u te m m ber Approx. Unit Prices Bid Amount
No Item Description Units Quantities in Numbers in Numbers
Dollars Cents Dollars Cents
BROUGHT FORWARD:
526.306 TEMPORARY CONCRETE Lump 1
BARRIER, TYPE I - Sum
SUPPLIED BY THE
AUTHORITY (1040 LF)
527.341 WORK ZONE CRASH Unit 1
CUSHIONS TL-3
603.175 18 INCH REINFORCED Linear 32
CONCRETE PIPE - CLASS III Foot
603.195 24 INCH REINFORCED Linear 12
CONCRETE PIPE - CLASS III Foot
603.28 CONCRETE COLLAR Each 2
606.13 31" W-BEAM GUARDRAIL - Linear 820
MID-WAY SPLICE (7' STEEL Foot
POSTS, 8" OFFSET BLOCKS,
SINGLE FACED)
606.1307 31" W-BEAM GUARDRAIL - Each 2
MID-WAY SPLICE FLARED
TERMINAL
606.353 REFLECTORIZED FLEXIBLE Each 4
GUARDRAIL MARKER
606.356 UNDERDRAIN DELINEATOR Each 15
POST
606.3621 GUARDRAIL ADJUST, Linear 60
SINGLE RAIL Foot
606.3622 GUARDRAIL ADJUST, Linear 75
DOUBLE RAIL Foot
610.08 PLAIN RIPRAP Cubic 14
Yard
CARRIED FORWARD:
P-3

CONTRACT NO:2026.19
Item
N I u te m m ber Approx. Unit Prices Bid Amount
No Item Description Units Quantities in Numbers in Numbers
Dollars Cents Dollars Cents
BROUGHT FORWARD:
610.181 TEMPORARY STONE CHECK Cubic 12
DAM Yard
613.319 EROSION CONTROL Square 3,250
BLANKET Yard
615.07 LOAM Cubic 860
Yard
618.14 SEEDING METHOD NUMBER Unit 70
2
619.1201 MULCH - PLAN QUANTITY Unit 70
619.1202 TEMPORARY MULCH Lump 1
Sum
620.58 EROSION CONTROL Square 51
GEOTEXTILE Yard
626.122 QUAZITE JUNCTION BOX Each 3
(18X11)
626.21 METALLIC CONDUIT Linear 5
Foot
626.22 NON-METALLIC CONDUIT Linear 760
Foot
626.31 18 INCH DIAMETER Each 2
FOUNDATION
627.73 TEMPORARY 6 INCH Linear 430
PAVEMENT MARKING TAPE Foot
CARRIED FORWARD:
P-4