Pavement Rehabilitation and Safety Improvements MM 54.5 to MM 59.5

MAINE TURNPIKE AUTHORITY
MAINE TURNPIKE
CONTRACT DOCUMENTS
CONTRACT 2026.03
PAVEMENT REHABILITATION AND
SAFETY IMPROVEMENTS
MM 54.5 TO MM 59.5
BRIDGE PAVING
PISCATAQUA RIVER BRIDGES #28 AND #31
MM 55.5 AND MM 56.7
1/16/2026
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

MAINE TURNPIKE AUTHORITY
NOTICE TO CONTRACTORS
Sealed Proposals will be received by the Maine Turnpike Authority for:
CONTRACT 2026.03
PAVEMENT REHABILITATION AND
SAFETY IMPROVEMENTS
MM 54.5 TO MM 59.5
BRIDGE PAVING
PISCATAQUA RIVER BRIDGES #28 AND #31
MM 55.5 AND MM 56.7
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 February 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 Paving Construction Projects. All other bids may be
rejected. This Project includes a wage determination developed by the State of Maine Department
of Labor.
The pavement rehabilitation work consists of milling and paving two travel lanes, the
median and outside shoulders for northbound, and the median shoulder for southbound. Excess
material in the median will be removed and catch basins shall be cleaned to restore proper drainage.
Noted catch basin tops will be replaced, and concrete aprons will be installed around the basins
where required. One noted median catch basin will be replaced along with connecting pipes to
adjacent catch basins. Guardrail height will be adjusted as necessary, with damaged sections of
guardrail being replaced where it is needed. Un-paved guardrail widenings will be paved. Noted
culvert pipe ends will be replaced and accompanying rip rap treatment repaired. Culvert pipe ends
over 30 inches shall receive a void filled rip rap end treatment. Pavement markings, maintenance of
traffic and all other incidental work thereto will be completed 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 at http://www.maineturnpike.com/project-and-
planning/Construction-Contracts.aspx.
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 http://www.maineturnpike.com/project-and-
planning/Construction-Contracts.aspx . To submit project specific questions, use the electronic
Request for Information (RFI) tab at https://www.maineturnpike.com/projects/construction-
N - 1

contracts for Contract 2026.03. 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 November 2014" and "Best Management Practices for Erosion and Sediment
Control", latest issue. Copies and recent updates to these publications can be downloaded at:
http://www.maine.gov/mdot/contractors/publications/ .
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 February 3, 2026 at 11:00 am. 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 2026.03
PAVEMENT REHABILITATION AND
SAFETY IMPROVEMENTS
MM 54.5 TO MM 59.5
BRIDGE PAVING
PISCATAQUA RIVER BRIDGES #28 AND #31
MM 55.5 AND MM 56.7

Contract 2026.03
MAINE TURNPIKE AUTHORITY
PROPOSAL
CONTRACT 2026.03
PAVEMENT REHABILITATION AND
SAFETY IMPROVEMENTS
MM 54.5 TO MM 59.5
BRIDGE PAVING
PISCATAQUA RIVER BRIDGES #28 AND #31
MM 55.5 AND MM 56.7
TO MAINE TURNPIKE AUTHORITY:
The pavement rehabilitation work consists of milling and paving two travel lanes, the
median and outside shoulders for northbound, and the median shoulder for southbound. Excess
material in the median will be removed and catch basins shall be cleaned to restore proper drainage.
Noted catch basin tops will be replaced, and concrete aprons will be installed around the basins
where required. One noted median catch basin will be replaced along with connecting pipes to
adjacent catch basins. Guardrail height will be adjusted as necessary, with damaged sections of
guardrail being replaced where it is needed. Un-paved guardrail widenings will be paved. Noted
culvert pipe ends will be replaced and accompanying rip rap treatment repaired. Culvert pipe ends
over 30 inches shall receive a void filled rip rap end treatment. Pavement markings, maintenance of
traffic and all other incidental work thereto will be completed in accordance with the Plans and
Specifications.
This Work will be done under a Contract known as Contract 2026.03 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. 2026.03
Pavement Rehabilitation and Safety Improvements MM 54.5 to MM 59.5
Bridge Paving Piscataqua River Bridges #28 and #31
MM 55.5 and MM 56.7
Item
Number Unit Prices Bid Amount
Item Item Description Units Approx. in Numbers in Numbers
No. Quantities
Dollars Cents Dollars Cents
202.15 REMOVING EXISTING Each 1
MANHOLE OR CATCH BASIN
202.202 REMOVING PAVEMENT Square 193,500
SURFACE Yard
202.2026 REMOVING PAVEMENT Square 4,300
SURFACE - DRAINAGE Yard
PATHS
202.205 RUMBLE STRIPS Each 69,500
211.50 MEDIAN RESTORATION Linear 22,800
Foot
401.03 BALANCED MIX DESIGN Lump 1
DATA COLLECTION Sum $20,000 $20,000
401.10 HOT MIX ASPHALT Lump 1
CONTINUIOUS THERMAL Sum
PROFILING
403.2081 HOT MIX ASPHALT - 12.5 Ton 19,600
MM (POLYMER MODIFIED)
403.2084 HOT MIX ASHPALT - 12.5 Ton 100
MM (INCIDENTALS)
403.211 HOT MIX ASPHALT Ton 100
(SHIMMING)
CARRIED FORWARD:
P-2

CONTRACT NO: 2026.03
Item
Number Unit Prices Bid Amount
Item Approx.
Item Description Units in Numbers in Numbers
No. Quantities
Dollars Cents Dollars Cents
BROUGHT FORWARD:
409.152 BITUMINOUS TACK COAT Gallon 11,700
TRACKLESS, APPLIED
419.30 SAW CUTTING BITUMINOUS Linear 1,400
PAVEMENT Foot
424.323 ASPHALT RUBBER MASTIC Pound 16,400
CRACK SEALER
424.324 ASPHALT RUBBER MASTIC Pound 4,100
CRACK SEALER WITH
AGGREGATE
427.09 CRACK REPAIR Linear 21,600
Foot
459.06 BITUMINOUS CONCRETE Each 5
WATERWAY, TYPE I
459.061 BITUMINOUS CONCRETE Each 5
WATERWAY, TYPE II
470.08 BERM DROP OFF Linear 15,900
CORRECTION - GRINDINGS Foot
470.081 BERM CORRECTION Linear 18,100
Foot
603.179 18 IN CULVERT PIPE Linear 60
OPTION III Foot
603.205 30 IN CULVERT PIPE Linear 24
OPTION III Foot
603.215 36 IN CULVERT PIPE Linear 16
OPTION III Foot
CARRIED FORWARD:
P-3

CONTRACT NO: 2026.03
Item
Number Unit Prices Bid Amount
Item Approx.
Item Description Units in Numbers in Numbers
No. Quantities
Dollars Cents Dollars Cents
BROUGHT FORWARD:
603.28 CONCRETE COLLAR Each 9
604.182 CLEAN EXISTING CATCH Each 44
BASIN AND MANHOLE
604.184 REBUILDING CATCH Each 10
BASIN - TYPE II
604.185 REBUILDING CATCH Each 5
BASIN - TYPE IV
604.248 CATCH BASIN TYPE F6 Each 1
606.1307 31" W-BEAM GUARDRAIL - Each 1
MID-WAY SPLICE FLARED
TERMINAL
606.178 GUARDRAIL BEAM Linear 50
Foot
606.265 TERMINAL END-SINGLE Each 1
RAIL - GALVANIZED STEEL
606.352 REFLECTORIZED BEAM Each 700
GUARDRAIL DELINEATORS
606.3621 GUARDRAIL ADJUST, Linear 2,700
SINGLE RAIL Foot
606.3622 GUARDRAIL ADJUST, Linear 3,900
DOUBLE RAIL Foot
606.471 SINGLE OFFSET BLOCK - W- Each 5
BEAM
CARRIED FORWARD:
P-4