ROAD RECONSTRUCTION AND RESURFACING

Location: Massachusetts
Posted: Apr 17, 2026
Due: May 8, 2026
Agency: Auburn town
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
Publication URL: To access bid details, please log in.
Bid Title: ROAD RECONSTRUCTION AND RESURFACING
Category: 2026 Bids
Status: Open
Publication Date/Time:
4/17/2026 12:00 PM
Closing Date/Time:
5/8/2026 12:00 PM
Bid Opening Information:
05/08/2026
Pre-bid Meeting:
04/29/2026, 12PM
Contact Person:
Greg Roto
5 Millbury Street
Auburn MA 01501
groto@auburnma.gov
508-832-7814
Qualifications:
MassDOT prequalification of contractors with the class of work as, “PAVEMENT – SURFACING”, will be required.
Related Documents:

Attachment Preview

Dori Vecchio
Interim Town Manager
Town of Auburn, Massachusetts
Department of Public Works
Joanna E. Paquin
Director / Town Engineer
Greg Roto
Assistant Town Engineer
Emma Williamson
Assistant Town Engineer
INFORMATION FOR BIDDERS
FORMS FOR BID, CONTRACT AND BONDS
SPECIAL CONDITIONS
SPECIFICATIONS
ESTIMATE OF QUANTITIES
FOR
ROAD RECONSTRUCTION AND RESURFACING
AUBURN ENGINEERING DIVISION
5 MILLBURY STREET
AUBURN, MASSACHUSETTS 01501
APRIL 2026
5 Millbury Street
Auburn, MA 01501
Telephone: (508) 832-7814
Fax: (508) 832-2173
Email: groto@town.auburn.ma.us
Web site: www.auburnma.gov
NOTICE TO BIDDERS
Road Reconstruction and Resurfacing,
Auburn, Massachusetts
Sealed Bids for Road Reconstruction and Resurfacing will be received at the Selectmen's office, 102
Central Street, Auburn, MA until 12:00 PM local time May 8, 2026 at which time said Bids shall be
publicly opened and read aloud at the Selectmen’s Meeting Room, 2nd floor, 104 Central Street.
The work involves: Approximately 1.8 miles reconstruction and/or resurfacing of roadways relating
thereto.
All bidders shall be pre-qualified by the Massachusetts Department of Transportation to complete the
proposed work prior to receiving the Contract Documents.
The Contract Documents will be available for download at auburnma.gov beginning April 17, 2026.
Bid Security: A Certified Check, Cashier’s Check or Bid Bond issued by a responsible Bank, Trust of
Surety Company, payable to the Town of Auburn in an amount not less than 5% of the total bid amount
is required to be submitted with the bid.
A pre-bid meeting will be held on April 29, 2026 at 12:00 PM at the Town Hall Selectman's meeting
room 2nd floor, 104 Central Street, Auburn, MA. All questions submitted in writing to Greg Roto at
groto@auburnma.gov by May 1, 2026 at 12:00 PM will be responded to. No questions will be accepted
or answered after this time.
The subject project is being bid and constructed as a “public works” project and subject to the applicable
provisions of MGL Ch. 30 Section 39M. There are no filed sub-bids for this project.
Bidders must be able to demonstrate that all employees present at the worksite have successfully
completed the OSHA 10-hour training course.
The MBE/WBE requirement and the minimum minority employee percentage for this project are both
5%.
Bidders must be able to demonstrate previous experience in work of similar nature and complexity and
shall furnish all such information necessary for this purpose as the Town Engineer may request.
The Town of Auburn reserves the right to accept any Bid or to reject any or all Bids if it deems it is in the
best interest of the Town to do so.
Commonwealth of Massachusetts’s Minimum Wage Rates, in accordance with MGL Chapter 149,
Section 26 to 27D inclusive, are applicable.
MassDOT prequalification of contractors with the class of work as, “PAVEMENT –
SURFACING”, will be required.
Town of Auburn DPW
Engineering Division
2
TABLE OF CONTENTS
Section
Notice to Bidders
Definitions and Abbreviations
1
Information for Bidders
2
Bid
3
Agreement
4
Contract Bonds
5
General Specifications
6
Special Conditions
7
Special Provisions
8
Detail Sheets
9
Quantity Estimate by Street
10
Appendix
Traffic Management Plans
Prevailing Wage Rates
3
SECTION 1
DEFINITIONS AND ABBREVIATIONS
PART 1 – GENERAL
1.1 DEFINITIONS
Wherever the words hereinafter defined or pronouns used in their stead occur in the Contract
Documents, they shall have the following meanings:
The AGREEMENT, the INFORMATION FOR BIDDERS, the Contractor’s BID as accepted by
the Owner, the SPECIAL CONDITIONS, the GENERAL and DETAILED SPECIFICATIONS, the
Drawings, and all Addenda and amendments to any of the foregoing collectively constitute the
Contract Documents, and are sometimes herein referred to as the “Contact”.
The word “Owner” shall mean the party of the first part designated in the AGREEMENT.
The word “Contractor” shall mean the party of the second part designated in the AGREEMENT.
The word “Engineer” shall mean that person or firm duly appointed by the Owner to undertake
the duties and powers herein assigned to the Engineer, acting either directly or through duly
Authorized representatives.
The word “Work” shall mean the work herein specified to be done as described under
LOCATION AND WORK TO BE DONE in Section 2 INFORMATION FOR BIDDERS.
The word “Drawings” shall mean the Contract Drawings as described under LOCATION AND
WORK TO BE DONE in Section 2 INFORMATION FOR BIDDERS.
The word “State” or “Commonwealth” shall mean the Commonwealth of Massachusetts.
The word “Specifications” when used herein shall be deemed to refer to both the General and
Detailed Specifications.
The words “herein”, “hereunder”, and words of like import shall be deemed to refer to the
Contract Documents.
Wherever in the Contract Documents, the words “as directed”, “as ordered”, “as requested”, “as
required”, “as permitted”, or words of like import are used, it shall be understood that the
direction, order, request, requirement, or permission of the Engineer is intended. Similarly, the
words “approved”, “acceptable”, “satisfactory”, and words of like import shall mean approved by,
acceptable to, or satisfactory to the Engineer.
The words “or equal” or words of like import, shall mean equal in accordance with the following
provisions; an item shall be considered equal if in the opinion of the Engineer: (1) it is at least
equal in quality, durability, appearance, strength and design; (2) it will perform at least equally
the function imposed by the general design for the work being contracted for or the material
being purchased; and (3) it conforms substantially, even with deviations, to the detailed
requirements for the item. The figures given on the Drawings or in the other Contract
Documents after the “elevation” or abbreviation of it shall mean the distance in feet above the
datum adopted by the Engineer.
4
The word “rock”, wherever used as the name of an excavated material or material to be
excavated, shall mean only pieces of concrete or masonry exceeding 1 cubic yard in volume, or
solid ledge rock which in the opinion of the Engineer, requires for its removal, drilling and
blasting, wedging, sledging, barring, or breaking up with a power operated tool. No soft or
disintegrated rock which can be removed with a hand pick or power operated excavator or
shovel, no loose, shaken, or previously blasted rock or broken stone in rock fillings or
elsewhere, and no rock exterior to the maximum limits of measurement allowed, which may fall
into the excavation, will be measured or allowed as “rock”.
The word “unclassified” wherever used as the name of an excavated material or material to be
excavated, shall mean all kinds of material other than rock as above defined.
1.2 ABBREVIATIONS
Where any of the following abbreviations are used in the Contract Documents, they shall have
the meaning set forth opposite each.
AASHTO
American Association of State Highway and
Transportation Officials.
ACI
American Concrete Institute
AISC
American Institute of Steel Construction
ANS or
USAS
American National Standards (formerly United States
of American Standards Institute)
ACE
American Society of Civil Engineers
ASTM
American Society for Testing and Materials
AWWA
American Water Works Association
NFPA
National Fire Protection Association
Federal
Specification
Federal Specifications issued by the Federal Supply Service
of The General Services Administration, Washington D.C.
125-lb. AN Stand.
250-lb. AN Stand.
American National Standard for Cast-Iron Pipe
Flanges and Flanged Fittings, Designation
B16.1-1967 for the appropriate class
A.W.G.
American or Brown and Sharpe Wire Gage
NPT
National Pipe Thread
MHD
Massachusetts Highway Department
END OF SECTION
5
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