NORTH ADAMS-609277-135788-A-1.pdf
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- Solicitation number
- BD-27-1030-0H100-0H002-131773
- Issued by
- Berkshire County, New Bedford City, Massachusetts
About this file
This Addendum No. 1, issued by the Massachusetts Department of Transportation (MassDOT) Highway Division on August 21, 2026, modifies the contract documents for the Reconstruction of Ashland Street in North Adams under Federal Aid Project No. CRP/STP-0031(023)X (Proposal No. 609277-135788). The project involves comprehensive highway reconstruction work on Ashland Street from Station 0+95.00 to Station 39+00.00, with an electronic proposal deadline of August 25, 2026 at 2:00 p.m. via www.bidx.com. The addendum transmits substantial revisions including updated pages to multiple contract documents (00104, 00760, 00813, 00870, A00801, and B00420), insertion of new 12-page and 4-page documents, deletion of entire documents, and revision of sheet 50 of the project plans. Work items encompass extensive construction activities including tree removal and care, excavation, drainage infrastructure, water and sanitary systems, pavement work, granite and concrete elements, landscaping, electrical and lighting systems, traffic management, and utility relocations. The contract duration is 1,344 calendar days from receipt of Notice to Proceed, with schedule extensions granted if the completion date falls between December 1 and March 15. The contract requires acknowledgment of Addendum No. 1 in the Expedite Proposal file prior to bid submission.
The estimated contract value is $9,118,000, with price adjustments applicable to hot mix asphalt, Portland cement mixtures, diesel fuel, gasoline, and structural and reinforcing steel based on specified base prices and indices. A Proposal Guaranty equal to 5% of the bid value is required. The project is subject to prevailing wage rates as determined by the Massachusetts Department of Labor and Workforce Development, with Federal Equal Employment Opportunity Contract Specifications under Executive Order 11246 requiring minority and female participation goals of 6.9% for women nationwide and varying percentages by construction trade and Massachusetts economic area (ranging from 1.6% to 5.9% for minority utilization). The project is federally funded and subject to Title VI of the Civil Rights Act of 1964, the Federal Highway Administration non-discrimination requirements, and Architectural Access Board regulations. A question and response section addresses clarification on electrical conduit items and light pole fixture types, confirming that Item 821.121 covers all ornamental light poles and fixtures regardless of type and introducing new Item 804.4 for 4-inch electrical conduit. Bidders must be pre-qualified by MassDOT in the HIGHWAY - CONSTRUCTION category prior to proposal submission.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 609277 - Plan Holders List 8-11-2026.pdf | ||
| A00802-609277.pdf | ||
| A00811-609277.pdf | ||
| A00869-609277.pdf | ||
| Link to Bid Opening 8-25-2026~3.pdf | ||
| 609277 - Notice to Contractors.pdf | ||
| 609277 - Bid Tabulations.pdf | ||
| A00820-609277.pdf | ||
| A00875-609277.pdf | ||
| 609277 Bid Items List.txt | TXT text file | |
| 609277 - Plan Holders List 8-24-2026.pdf | ||
| BIDS OPENED - Tuesday - August 25-2026~5.pdf | ||
| A00801-609277.pdf | ||
| A00808-609277.pdf |
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Text version
Ten Park Plaza, Suite 4160, Boston, MA 02116 Tel: 857-368-4636, TTY: 857-368-0655 mass.gov/massdot
August 21, 2026
609277-135788
ADDENDUM NO. 1
To Prospective Bidders and Others on:
NORTH ADAMS
Federal Aid Project Nos. CRP/STP-0031(023)X
Reconstruction of Ashland Street
THIS PROPOSAL TO BE OPENED AND READ: TUESDAY, AUGUST 25, 2026 at 2:00 P.M.
Transmitting changes to Contract Documents as follows:
QUESTION AND RESPONSE: 1 page.
DOCUMENT 00104: Revised page 2.
DOCUMENT 00760: Deleted document in its entirety and inserted new document (12 pages).
DOCUMENT 00813: Deleted document in its entirety and inserted new document (4 pages).
DOCUMENT 00870: Deleted document in its entirety and inserted new document (8 pages).
DOCUMENT A00801: Revised page 113.
DOCUMENT B00420: Deleted document in its entirety and inserted new document (22 pages).
PLANS: Revised sheet 50 of 131.
Take note of the above, substitute the revised pages for the originals, delete the indicated documents, insert the new documents in the proper order, substitute the revised plan sheet for the original, and acknowledge Addendum No. 1 in your Expedite Proposal file before submitting your bid.
Very truly yours, Eric M. Cardone, P.E.
Construction Contracts Engineer
SP
cc: Herrio Lamothe, Project Manager
THIS PAGE IS INTENTIONALLY LEFT BLANK
Federal Aid Project Nos. CRP/STP-0031(023)X
Reconstruction of Ashland Street (609277-135788)
Question and Response Addendum No. 1, August 21, 2026
Dagle Electrical Corp., August 17, 2026
Question 1) On Sheet 50 at 22.75 RT, proposed UP21 is listed as having 2-4” risers and 2-5” risers.
Who is responsible for the risers on this pole and what pay item is to be paid for these risers?
Item 821.121 is the only new light pole item with a 34 quantity, however there are 4 different pole and fixture types listed:
(25) Type A :Pole mounted single light
(4) Type A-HSS :Pole mounted single light with house shield
(4) Type B: Bishops crook style single light
(1) Type B-HSS: Bishops crook style single light with house shield Are we to use the same item for the different poles listed?
Response 1) All poles/fixtures are listed under Item 821.121. The light poles are to be measured and paid for under the same item, regardless of pole type.
See revised page A00801-113.
New Item 804.4, 4 INCH ELECTRICAL CONDUIT TYPE NM - PLASTIC - (UL), inserted in the Contract.
See revised page B00420 – 17.
Massachusetts Department Of Transportation Highway Division Proposal No. 609277-135788
00104 - 2
NOTICE TO CONTRACTORS (Continued)
A Proposal Guaranty in the amount of 5% of the value of the bid is required.
This project is subject to the schedule of prevailing wage rates as determined by the Commissioner of the Massachusetts Department of Labor and Workforce Development, and the Division of Occupational Safety, and the United States Department of Labor.
The Massachusetts Department of Transportation, in accordance with Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby affirmatively ensures that for any contract entered into pursuant to this advertisement, all bidders, including disadvantaged business enterprises, will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin in consideration for an Award.
This Proposal contains the "STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONTRACT SPECIFICATIONS (EXECUTIVE ORDER 11246)". The goals and timetables applicable to this proposal for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force in each trade on all work, are contained in Appendices A and B-80 of the above specifications.
The Contractor (hereinafter includes consultants) will comply with the Acts and Regulations relative to Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation, Federal Highway Administration (FHWA), as they may be amended from time to time, which are herein incorporated by reference and made a part of this Contract as contained in Appendices C and D of the above specifications.
PRICE ADJUSTMENTS
① This Contract contains price adjustments for hot mix asphalt and Portland cement mixtures, diesel fuel, and gasoline. For reference, the base prices are as follows: liquid asphalt $712.50 per ton, Portland cement $452.13 per ton, diesel fuel $4.372 per gallon, gasoline $3.335 per gallon, and Steel Base Price Index 378.1. MassDOT posts the Price Adjustments on their Highway Division’s website at https://www.mass.gov/massdot-contract-price-adjustments
This Contract contains Price Adjustments for steel. See Document 00813 - PRICE ADJUSTMENT FOR STRUCTURAL STEEL AND REINFORCING STEEL for their application and base prices.
MassDOT projects are subject to the rules and regulations of the Architectural Access Board (521 CMR 1.00 et seq.)
Prospective bidders and interested parties can access this information and more via the internet at
WWW.COMMBUYS.COM.
BY: Phillip Eng, Interim MassDOT Secretary Jonathan L. Gulliver, Undersecretary and Highway Administrator
SATURDAY, JULY 25, 2026
① Addendum No. 1, August 21, 2026 https://www.mass.gov/massdot-contract-price-adjustments http://www.commbuys.com/
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Proposal No. 609277-135788 Addendum No. 1, August 21, 2026
Wage rates and fringe benefits.
Provided, Frequently recurring classifications.
Conformance.
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DBAconformance@dol.gov
DBAconformance@dol.gov, Fringe benefits not expressed as an hourly rate.
Unfunded plans.
Provided, Interest.
Withholding requirements.
Priority to withheld funds.
Basic record requirements Length of record retention.
Information required.
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Additional records relating to fringe benefits.
Additional records relating to apprenticeship.
Certified payroll requirements Frequency and method of submission.
Information required.
e.g., https://www.dol.gov/sites/dolgov/files/WHD/ legacy/files/wh347/.pdf
Statement of Compliance.
Use of Optional Form WH–347.
Signature.
Falsification.
Length of certified payroll retention.
Contracts, subcontracts, and related documents.
Required disclosures and access Required record disclosures and access to workers.
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Sanctions for non-compliance with records and worker access requirements.
Required information disclosures.
Apprentices Rate of pay.
Fringe benefits.
Apprenticeship ratio.
Reciprocity of ratios and wage rates.
Equal employment opportunity.
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Withholding process.
Priority to withheld funds.
00760 - 6
00760 - 7
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Addendum No. 1, August 21, 2026
00813 - 1
DOCUMENT 00813
SPECIAL PROVISIONS
PRICE ADJUSTMENTS FOR STRUCTURAL STEEL AND REINFORCING STEEL
August 19, 2026
This special provision applies to all projects containing the use of structural steel and/or reinforcing steel as specified elsewhere in the Contract work. It applies to all structural steel and all reinforcing steel, as defined below, on the project. Compliance with this provision is mandatory, i.e., there are no “opt-in” or “opt-out” clauses. Price adjustments will be handled as described below and shall only apply to unfabricated reinforcing steel bars and unfabricated structural steel material, consisting of rolled shapes, plate steel, sheet piling, pipe piles, steel castings and steel forgings.
Price adjustments will be variances between Base Prices and Period Prices. Base Prices and Period Prices are defined below.
Price adjustments will only be made if the variances between Base Prices and Period Prices are 5% or more. A variance can result in the Period Price being either higher or lower than the Base Price. Once the 5% threshold has been achieved, the adjustment will apply to the full variance between the Base Price and the Period Price.
Price adjustments will be calculated by multiplying the number of pounds of unfabricated structural steel material or unfabricated reinforcing steel bars on a project by the index factor calculated as shown below under Example of a Period Price Calculation.
Price adjustments will not include guardrail panels or the costs of shop drawing preparation, handling, fabrication, coatings, transportation, storage, installation, profit, overhead, fuel costs, fuel surcharges, or other such charges not related to the cost of the unfabricated structural steel and unfabricated reinforcing steel.
The weight of steel subject to a price adjustment shall not exceed the final shipping weight of the fabricated part by more than 10%.
Base Prices and Period Prices are defined as follows:
Base Prices of unfabricated structural steel and unfabricated reinforcing steel on a project are fixed prices determined by the Department and found in the table below. While it is the intention of the Department to make this table comprehensive, some of a project’s unfabricated structural steel and/or unfabricated reinforcing steel may be inadvertently omitted. Should this occur, the Contractor shall bring the omission to the Department’s attention so that a contract alteration may be processed that adds the missing steel to the table and its price adjustments to the Contract.
The Base Price Date is the month and year of the most recent finalized period price index at the time that MassDOT opened bids for the project. The Base Price Index for this contract is the Steel PPI listed in the Notice to Contractors.
Period Prices of unfabricated structural steel and unfabricated reinforcing steel on a project are variable prices that have been calculated using the Period Price Date and an index of steel prices to adjust the Base Price.
The Period Price Date is the date the steel was delivered to the fabricator as evidenced by an official bill of lading submitted to the Department containing a description of the shipped materials, weights of the shipped materials and the date of shipment. This date is used to select the Period Price Index.
The index used for the calculation of Period Prices is the U.S. Department of Labor Bureau of Labor Statistics Producer Price Index (PPI) Series ID WPU101702 (Not Seasonally Adjusted, Group: Metals and Metal Products, Item: Semi-finished Steel Mill Products.) As this index is subject to revision for a period of up to four (4) months after its original publication, no price adjustments will be made until the index for the period is finalized, i.e., the index is no longer suffixed with a “(P)”.
Addendum No. 1, August 21, 2026
00813 - 2
Period Prices are determined as follows:
Period Price = Base Price X Index Factor Index Factor = Period Price Index / Base Price Index
Example of a Period Price Calculation:
Calculate the Period Price for December 2009 using a Base Price from March 2009 of $0.82/Pound for 1,000 Pounds of ASTM A709 (AASHTO M270) Grade A36 Structural Steel Plate.
The Period Price Date is December 2009. From the PPI website*, the Period Price Index = 218.0.
The Base Price Date is March 2009. From the PPI website*, the Base Price Index = 229.4.
Index Factor = Period Price Index / Base Price Index = 218.0 / 229.4 = 0.950 Period Price = Base Price X Index Factor = $0.82/Pound X 0.950 = $0.78/Pound
Since $0.82 - $0.78 = $0.04 is less than 5% of $0.82, no price adjustment is required.
If the $0.04 difference shown above was greater than 5% of the Base Price, then the price adjustment would be 1,000 Pounds X $0.04/Pound = $40.00. Since the Period Price of $0.78/Pound is less than the Base Price of $0.82/Pound, indicating a drop in the price of steel between the bid and the delivery of material, a credit of $40.00 would be owed to MassDOT. When the Period Price is higher than the Base Price, the price adjustment is owed to the Contractor.
* To access the PPI website and obtain a Base Price Index or a Period Price Index, go to http://data.bls.gov/cgi-bin/srgate
End of example.
The Contractor will be paid for unfabricated structural steel and unfabricated reinforcing steel under the respective contract pay items for all components constructed of either structural steel or reinforced Portland cement concrete under their respective Contract Pay Items.
Price adjustments, as herein provided for, will be paid separately as follows:
Structural Steel Pay Item Number 999.449 for positive (+) pay adjustments (payments to the Contractor)
Pay Item Number 999.457 for negative (-) pay adjustments (credits to MassDOT Highway Division)
Reinforcing Steel Pay Item Number 999.466 for positive (+) pay adjustments (payments to the Contractor)
Pay Item Number 999.467 for negative (-) pay adjustments (credits to MassDOT Highway Division)
No price adjustment will be made for price changes after the Contract Completion Date, unless the MassDOT Highway Division has approved an extension of Contract Time for the Contract.
Addendum No. 1, August 21, 2026
00813 - 3
TABLE
Price per Steel Type Pound
1 ASTM A615/A615M Grade 60 (AASHTO M31 Grade 60 or 420) Reinforcing Steel $0.58
2 ASTM A27 (AASHTO M103) Steel Castings, H-Pile Points & Pipe Pile Shoes (See Note below.)
$0.81
3 ASTM A668 / A668M (AASHTO M102) Steel Forgings $0.81
4 ASTM A108 (AASHTO M169) Steel Forgings for Shear Studs $0.84
5 ASTM A709/A709M Grade 36 / AASHTO M270M/M270 Grade 36 or 250 Structural Steel Plate
$0.88
6 ASTM A709/A709M Grade 36 / AASHTO M270M/M270 Grade 36 or 250 Structural Steel Shapes
$0.83
7 ASTM A709/A709M Grade 50 / AASHTO M270M/M270 Grade 50 or 345 Structural Steel Plate
$0.88
8 ASTM A709/A709M Grade 50 / AASHTO M270M/M270 Grade 50 or 345 Structural Steel Shapes
$0.83
9 ASTM A709/A709M Grade 50WT / AASHTO M270M/M270 Grade 50WT or 345WT Structural Steel Plate
$0.91
10 ASTM A709/A709M Grade 50WT / AASHTO M270M/M270 Grade 50WT or 345WT Structural Steel Shapes
$0.84
11 ASTM A709/A709M Grade 50W / AASHTO M270M/M270 Grade 50W 345W Structural Steel Plate
$0.91
12 ASTM A709/A709M Grade 50W / AASHTO M270M/M270 Grade 50W or 345W Structural Steel Shapes
$0.84
13 ASTM A709/A709M Grade HPS 50W / AASHTO M270M/M270 Grade HPS 50W or 345W Structural Steel Plate
$0.95
14 ASTM A709/A709M Grade HPS 70W / AASHTO M270M/M270 Grade HPS 70W or 485W Structural Steel Plate
$1.03
15 ASTM A514/A514M-05 Grade HPS 100W / AASHTO M270M/M270 Grade HPS 100W or 690W Structural Steel Plate
$1.57
16 ASTM A992/A992M Grade 50S / AASHTO M270M/M270 Grade 50S or 345S Structural Steel Plate
$0.91
17 ASTM A992/A992M Grade 50S / AASHTO M270M/M270 Grade 50S or 345S Structural Steel Shapes
$0.84
18 ASTM A276 Type 316 Stainless Steel $4.71 19 ASTM A240 Type 316 Stainless Steel $4.71 20 ASTM A148 Grade 80/50 Steel Castings (See Note below.) $1.62 21 ASTM A53 Grade B Structural Steel Pipe $1.03 22 ASTM A500 Grades A, B, 36 & 50 Structural Steel Pipe $1.03 23 ASTM A252, Grades 240 (36 KSI) & 414 (60 KSI) Pipe Pile $0.81 24 ASTM 252, Grade 2 Permanent Steel Casing $0.81 25 ASTM A36 (AASHTO M183) for H-piles, steel supports and sign supports $0.86 26 ASTM A328 / A328M, Grade 50 (AASHTO M202) Steel Sheetpiling $1.54 27 ASTM A572 / A572M, Grade 50 Sheetpiling $1.54 28 ASTM A36/36M, Grade 50 $0.88 29 ASTM A570, Grade 50 $0.86 30 ASTM A572 (AASHTO M223), Grade 50 H-Piles $0.88 31 ASTM A1085 Grade A (50 KSI) Steel Hollow Structural Sections (HSS), heat-treated per
ASTM A1085 Supplement S1 $1.03
32 AREA 140 LB Rail and Track Accessories $0.53 NOTE: Steel Castings are generally used only on moveable bridges. Cast iron frames, grates and pipe are not “steel” castings and will not be considered for price adjustments.
END OF DOCUMENT
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THIS PAGE IS INTENTIONALLY LEFT BLANK
Addendum No. 1, August 21, 2026
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DOCUMENT 00870
STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT
SPECIFICATIONS
Revised August 19, 2026
1. As used in these specifications:
a. "Covered area" means the geographical area described in the solicitation from which this contract resulted:
b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority.
c. "Employer identification number" means the Federal Social Security number used on the Employer's
Quarterly Federal Tax Return, U.S. Treasury Department Form 941.
d. "Minority" includes:
(i) Black (all persons having origins in any of the black African racial groups not of Hispanic origin);
(ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish
Culture or origin, regardless of race);
(iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and
(iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of
North America and maintaining identifiable tribal affiliations through membership and participation or community identification).
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $ 10,000 the provisions of the specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted.
3. If the Contractor is participating (41 CFR 60-4.5 and 23 CFR Part 230) in a Hometown Plan approved by the
U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in Paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area.
The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the
Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications.
Addendum No. 1, August 21, 2026
00870 - 2
6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities.
b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses.
c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations.
e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed.
g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site.
A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business.
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i. Direct its recruitment efforts both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process.
j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force.
k. Validate all tests and other selection requirements are in compliance with 41 CFR Part 60-3 and
23 CFR Part 230.
l. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out.
n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisor's adherence to and performance under the Contractor's
EEO policies and affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these Specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized).
10. The Contractor shall not use the goals and timetables of affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin.
11 The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts.
00870 - 4
12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal
Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the Office of Federal Contract Compliance programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications.
13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8 and 23 CFR Part 230.
14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as many be required by the Government and keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program).
Addendum No. 1, August 21, 2026
00870 - 5
APPENDIX A
The following goals and timetables for female utilization shall be included in all Federal and federally assisted construction contracts and subcontracts in excess of $ 10,000. The goals are applicable to the Contractor's aggregate on-site construction workforce whether or not part of that workforce is performing work on a Federal or federally-assisted construction contract or subcontract.
Area covered: Goal for Women apply nationwide
Goals and Timetables
Timetable Goals (percent)
From Apr. 1, 1980 until further notice 6.9
Addendum No. 1, August 21, 2026
00870 - 6
APPENDIX B-80
Until further notice, the following goals for minority utilization in each construction craft and trade shall included in all Federal or federally assisted construction contracts and subcontracts in excess of $ 10,000 to be performed in the respective geographical areas. The goals are applicable to each nonexempt contractor's total on- site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, federally assisted or nonfederally related project, contract or subcontract.
Construction contractors participating in an approved Hometown Plan (see 41 CFR 6-4.5) are required to comply with the goals of the Hometown Plan with regard to construction work they perform in the area covered by the Hometown Plan. With regard to all their other covered construction work, such contractors are required to comply with the applicable SMSA or EA goal contained in this Appendix B-80.
Economic Areas
STATE: Goals (percent)
MASSACHUSETTS
004 Boston MA:
SMSA Counties:
1123 Boston-Lowell-Brockton-Lawrence-Haverhill, MA-NH 4.0
MA Essex, MA Middlesex, MA Norfolk, MA Plymouth, MA Suffolk, NH Rockingham.
5403 Fall River- New Bedford MA, Bristol 1.6 9243 Worcester-Fitchburg-Leominster, MA 1.6
6323 Springfield-Chicopee-Holyoke MA-CT 4.8 MA Hampden, MA Hampshire
Non-SMSA Counties: MA Barnstable, MA Dukes, MA Nantucket 3.6
Non-SMSA Counties: MA Franklin 5.9
Addendum No. 1, August 21, 2026
00870 - 7
APPENDIX C
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “contractor”) agrees as follows:
1. Compliance with Regulations: The contractor (hereinafter includes consultants) will comply with the Acts and Regulations relative to Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation, Federal Highway Administration (FHWA), as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract.
2. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, national origin (including limited English proficiency), age, sex, disability, or low-income status in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Part 21.
3. Solicitations for Subcontractors, including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor’s obligations under this contract and the Acts and the Regulations relative to nondiscrimination on the grounds of race, color, national origin (including limited English proficiency), age, sex, disability, or low-income status.
4. Information and Reports: The contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto, and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Massachusetts Department of Transportation (MassDOT) or FHWA to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor will so certify to MassDOT or FHWA, as appropriate, and will set forth what efforts it has made to obtain the information.
5. Sanctions for Noncompliance: In the event of a contractor’s noncompliance with the Nondiscrimination provisions of this contract, MassDOT will impose such contract sanctions as it or FHWA may determine to be appropriate, including, but not limited to:
a. withholding payments to the contractor under the contract until the contractor complies; and/or
b. cancelling, terminating, or suspending a control, in whole or in part.
6. Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations, and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as MassDOT or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request MassDOT to enter into any litigation to protect the interests of MassDOT. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States.
Addendum No. 1, August 21, 2026
00870 - 8
APPENDIX D
During the performance of this contact, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “contractor,” which includes consultants) agrees to comply with the following non-discrimination statutes and authorities; including but not limited to:
PERTINENT NON-DISCRIMINATION AUTHORITIES:
• Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252) (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21
• The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (42 U.S.C. § 4601) (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-Aid programs and projects)
• Federal-Aid Highway Act of 1973 (23 U.S.C. § 324 et seq.) (prohibits discrimination on the basis of sex)
• Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794 et seq.), as amended (prohibits discrimination on the basis of disability) and 49 CFR Part 27
• The Age Discrimination Act of 1975, as amended (42 U.S.C. § 6101 et seq.) (prohibits discrimination on the basis of age)
• Airport and Airway Improvement Act of 1982 (49 U.S.C. § 471, Section 47123), as amended (prohibits discrimination based on race, creed, color, national origin, or sex)
• The Civil Rights Restoration Act of 1987 (PL 100-209) (broadened the scope, coverage, and applicability of Title VI of the Civil Rights Act of 1964, the Age Discrimination Act of 1975, and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of Federal-Aid recipients, sub-recipients, and contractors, whether such programs or activities are Federally funded or not)
• Titles II and III of the Americans with Disabilities Act (42 U.S.C. §§ 12131-12189), as implemented by Department of Transportation regulations at 49 CFR parts 37 and 38 (prohibits discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities)
• The Federal Aviation Administration’s Non-Discrimination Statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex)
• Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations (ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations)
• Executive Order 13166, Improving Access to Services for People with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100)
• Title IX of the Education Amendments Act of 1972, as amended (20 U.S.C. 1681 et seq.) (prohibits discrimination on the basis of sex in education programs or activities)
*** END OF DOCUMENT ***
A00801 - 113
ITEM 821.121 (Continued)
i. Sealing gasket and stainless steel mounting screws, for duplex GFCI receptacle, vertical orientation
ii. Cast metal base and lockable cast aluminum cover
1. ABB Red Dot Installation Products
2. Equal by Hubbell, Inc.
3. Equal by Pass & Seymour
4. Equal by Bryant
SUBMITTALS
Shop Drawings demonstrating compliance with the contract requirements.
Two weeks prior to final inspection, submit four copies of operating and maintenance manuals for review and approval. Include technical data sheets, wiring and connection diagrams, warranty information, and principle vendor information including directions for ordering replacement lamps, ballasts, and parts.
CONSTRUCTION METHODS
The Contractor is responsible for obtaining all necessary electrical permits and licenses for this work.
All electric work shall be performed by a duly Licensed Electrician and be inspected by the City’s Wiring Inspector.
All electric work shall be tested in presence of Engineer. Lights shall be tested in the dark, and any necessary adjustments in the orientation of the luminaires shall be made to provide the required lighting levels.
METHOD OF MEASUREMENT
① Item 821.121 will be measured for payment by the Each ornamental light pole & fixture installed, regardless of pole type, complete in place.
BASIS OF PAYMENT
Item 821.121 will be paid for at the Contract unit price per Each, which price shall include all labor, materials, equipment, submittals, GFCI receptacles, reconnection of wiring at light replacement locations, wiring from within the pole foundation to fixture, and all incidental costs required to complete the work.
① Addendum No. 1, August 21, 2026
B00420 - 1
DOCUMENT B00420
PROPOSAL
For: Reconstruction of Ashland Street
COMMONWEALTH OF MASSACHUSETTS
LOCATION
The work referred to herein is in the City of NORTH ADAMS in Berkshire County, in the Commonwealth of Massachusetts, and is shown by the locus map (Document 00331) in the Proposal Pamphlet, the work locations extend as follows:
Ashland Street
Beginning – Station 0+95.00 +/- Ending –Station 39+00.00 +/-
The contract prices shall include the furnishing of all materials (except as otherwise herein specified), the performing of all the labor requisite or proper, the providing of all necessary machinery, tools, apparatus and other means of construction, the doing of all the abovementioned work in the manner set forth, described and shown in the specifications and on the drawings for the work, and in the form of contract, and the completion thereof within 1344 CALENDAR DAYS upon receipt of a Notice to Proceed, except that if the completion date falls between December 1 and March 15 then the same number of days beyond December 1st will be extended after March 15th.
The Work of this project is described by the following Items and quantities.
B00420 - 2
THIS PAGE INTENTIONALLY LEFT BLANK
Project # 609277 Contract # 135788
Location : NORTH ADAMS
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
102.1 100 TREE TRIMMING
AT _________________________
PER FOOT
102.511 17 TREE PROTECTION - ARMORING AND PRUNING
AT _________________________
EACH
102.513 130 AIR EXCAVATION AND ROOT PRUNING
AT _________________________
PER FOOT
102.521 255 TREE AND PLANT PROTECTION FENCE
AT _________________________
PER FOOT
102.531 2 TREE CARE - PRUNING
AT _________________________
EACH
102.533 1,300 TREE CARE - WATER
AT _________________________
PER GALLON
102.55 50 ARBORIST
AT _________________________
PER HOUR
103. 10 TREE REMOVED - DIAMETER UNDER 24 INCHES
AT _________________________
EACH
105. 24 STUMP REMOVED
AT _________________________
EACH
CMS104 - Report Run Date: 8/20/2026 1:31 PM Page 2
Proposal No. 609277-135788
B00420 - 3
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
120. 9,500 EARTH EXCAVATION
AT _________________________
PER CUBIC YARD
121. 250 CLASS A ROCK EXCAVATION
AT _________________________
PER CUBIC YARD
127.1 2,300 REINFORCED CONCRETE EXCAVATION
AT _________________________
PER CUBIC YARD
141.1 600 TEST PIT FOR EXPLORATION
AT _________________________
PER CUBIC YARD
142. 130 CLASS B TRENCH EXCAVATION
AT _________________________
PER CUBIC YARD
144. 100 CLASS B ROCK EXCAVATION
AT _________________________
PER CUBIC YARD
146. 18 DRAINAGE STRUCTURE REMOVED
AT _________________________
EACH
150.1 100 SPECIAL BORROW
AT _________________________
PER CUBIC YARD
151. 8,200 GRAVEL BORROW
AT _________________________
PER CUBIC YARD
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Proposal No. 609277-135788
B00420 - 4
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
156. 250 CRUSHED STONE
AT _________________________
PER TON
170. 28,300 FINE GRADING AND COMPACTING - SUBGRADE AREA
AT _________________________
PER SQUARE YARD
180.01 1 ENVIRONMENTAL HEALTH AND SAFETY PROGRAM
AT _________________________
LUMP SUM
180.02 40 PERSONAL PROTECTION LEVEL C UPGRADE
AT _________________________
PER HOUR
180.03 40 LICENSED SITE PROFESSIONAL SERVICES
AT _________________________
PER HOUR
181.11 3,000 DISPOSAL OF UNREGULATED SOIL
AT _________________________
PER TON
181.12 100 DISPOSAL OF REGULATED SOIL - IN-STATE FACILITY
AT _________________________
PER TON
181.13 100 DISPOSAL OF REGULATED SOIL - OUT-OF-STATE FACILITY
AT _________________________
PER TON
181.14 100 DISPOSAL OF HAZARDOUS WASTE
AT _________________________
PER TON
CMS104 - Report Run Date: 8/20/2026 1:31 PM Page 4
Proposal No. 609277-135788
B00420 - 5
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
182.1 1 INSPECTION AND TESTING FOR ASBESTOS
AT _________________________
LUMP SUM
182.2 200 REMOVAL OF ASBESTOS
AT _________________________
PER FOOT
184.1 1 DISPOSAL OF TREATED WOOD PRODUCTS
AT _________________________
PER TON
201. 39 CATCH BASIN
AT _________________________
EACH
201.1 1 SPECIAL CATCH BASIN
AT _________________________
EACH
202. 10 MANHOLE
AT _________________________
EACH
203.1 5 SPECIAL MANHOLE - TYPE A
AT _________________________
EACH
203.2 1 SPECIAL MANHOLE - TYPE B
AT _________________________
EACH
204. 2 GUTTER INLET
AT _________________________
EACH
CMS104 - Report Run Date: 8/20/2026 1:31 PM Page 5
Proposal No. 609277-135788
B00420 - 6
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
220. 25 DRAINAGE STRUCTURE ADJUSTED
AT _________________________
EACH
220.2 30 DRAINAGE STRUCTURE REBUILT
AT _________________________
PER FOOT
220.3 7 DRAINAGE STRUCTURE CHANGE IN TYPE
AT _________________________
EACH
220.5 7 DRAINAGE STRUCTURE REMODELED
AT _________________________
EACH
220.6 30 SANITARY STRUCTURE REBUILT
AT _________________________
PER FOOT
220.7 17 SANITARY STRUCTURE ADJUSTED
AT _________________________
EACH
220.8 7 SANITARY STRUCTURE REMODELED
AT _________________________
EACH
221. 16 FRAME AND COVER
AT _________________________
EACH
222.1 2 FRAME AND GRATE - MASSDOT CASCADE TYPE
AT _________________________
EACH
CMS104 - Report Run Date: 8/20/2026 1:31 PM Page 6
Proposal No. 609277-135788
B00420 - 7
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
222.3 37 FRAME AND GRATE (OR COVER) MUNICIPAL STANDARD
AT _________________________
EACH
223.1 23 FRAME AND GRATE (OR COVER) REMOVED AND STACKED
AT _________________________
EACH
224.12 32 12 INCH HOOD
AT _________________________
EACH
227.3 20 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT
AT _________________________
PER CUBIC YARD
227.31 300 REMOVAL OF DRAINAGE PIPE SEDIMENT
AT _________________________
PER FOOT
227.4 10 MASONRY PLUG
AT _________________________
PER SQUARE FOOT
238.12 100 12 INCH DUCTILE IRON PIPE
AT _________________________
PER FOOT
243.12 1,200 12 INCH REINFORCED CONCRETE PIPE CLASS IV
AT _________________________
PER FOOT
243.15 80 15 INCH REINFORCED CONCRETE PIPE CLASS IV
AT _________________________
PER FOOT
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Proposal No. 609277-135788
B00420 - 8
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
243.36 30 36 INCH REINFORCED CONCRETE PIPE CLASS IV
AT _________________________
PER FOOT
244.12 140 12 INCH REINFORCED CONCRETE PIPE CLASS V
AT _________________________
PER FOOT
244.24 20 24 INCH REINFORCED CONCRETE PIPE CLASS V
AT _________________________
PER FOOT
244.30 20 30 INCH REINFORCED CONCRETE PIPE CLASS V
AT _________________________
PER FOOT
272.0 1 IRRIGATION REPAIRS - CUMBERLAND FARMS
AT _________________________
LUMP SUM
302.06 100 6 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET)
AT _________________________
PER FOOT
302.12 200 12 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET)
AT _________________________
PER FOOT
309. 500 DUCTILE IRON FITTINGS FOR WATER PIPE
AT _________________________
PER POUND
347.1 200 1 INCH COPPER TUBING TYPE K
AT _________________________
PER FOOT
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Proposal No. 609277-135788
B00420 - 9
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
358. 51 GATE BOX ADJUSTED
AT _________________________
EACH
363.1 5 1 INCH CORPORATION COCK
AT _________________________
EACH
376.1 2 HYDRANT - EXCLUDING COST OF HYDRANT
AT _________________________
EACH
376.2 4 HYDRANT - REMOVED AND RESET
AT _________________________
EACH
376.3 2 HYDRANT - REMOVED AND STACKED
AT _________________________
EACH
381. 10 SERVICE BOX
AT _________________________
EACH
381.3 40 SERVICE BOX ADJUSTED
AT _________________________
EACH
384. 5 CURB STOP
AT _________________________
EACH
402. 2,100 DENSE GRADED CRUSHED STONE FOR SUB-BASE
AT _________________________
PER CUBIC YARD
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Proposal No. 609277-135788
B00420 - 10
Description : Reconstruction of Ashland Street
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
415.2 1,200 PAVEMENT FINE MILLING
AT _________________________
PER SQUARE YARD
443. 43 WATER FOR ROADWAY DUST CONTROL
AT _________________________
PER 1000 GALLONS
450.22 2,200 SUPERPAVE SURFACE COURSE – 9.5 (SSC – 9.5)
AT _________________________
PER TON
450.31 2,300 SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC -12.5)
AT _________________________
PER TON
450.42 4,100 SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5)
AT _________________________
PER TON
451. 100 HMA FOR PATCHING
AT _________________________
PER TON
452. 3,000 ASPHALT EMULSION FOR TACK COAT
AT _________________________
PER GALLON
453. 11,500 HMA JOINT ADHESIVE
AT _________________________
PER FOOT
472. 450 TEMPORARY ASPHALT PATCHING
AT _________________________
PER TON
CMS104 - Report Run Date: 8/20/2026 1:31 PM Page 10
Proposal No. 609277-135788
B00420…
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