Wading Pool Return Line Replacement - 2026 1

TOWN OF LINCOLN

MASSACHUSETTS

INVITATION FOR BIDS

WADING POOL RETURN LINE REPLACE AT CODMAN POOL COMPLEX

The Town of Lincoln is soliciting bids for the replacement of the wading pool return lines at the Codman Pool Complex located at 4 Ballfield Road, Lincoln, MA, under MGL 30, 39M. This prevailing wage project includes the removal and replacement of existing return plumbing and fittings, concrete and pool surface demolition and restoration, installation of new waterline tile and interior pebble finish, and associated electrical bonding work.

Bid Documents: Available Tuesday, May 27, 2026, on the Lincoln Town website and at the Lincoln Town Offices (16 Lincoln Road, Lincoln, MA 01773).

Pre-Bid Meeting/Site Walk: Thursday, June 11, 2026 at 10:30am. Bidders should meet outside at Codman Pool at 4 Ballfield Road, Lincoln, MA 01773.

Bid Due Date: Wednesday, June 17, 2026 at 12pm to the Selectboard’s Office, 16 Lincoln Road, Bids will be opened in public at the Lincoln Town Offices, Donaldson Room, 16 Lincoln Rd, Lincoln, MA.

Direct all project questions to Jessica Downing, Lincoln Parks & Recreation Director at 781-259-0784 or via email to jdowning@lincnet.org.

mailto:jdowning@lincnet.org

Wading Pool Return Line Replacement - 2026 2

BID INSTRUCTIONS

WADING POOL RETURN LINE REPLACE AT CODMAN POOL COMPLEX

The Town of Lincoln will accept bids for the wading pool return line replacement project at the Codman Pool complex located on Ballfield Road, Lincoln, MA.

Copies of bid specifications may be picked up in the Office of the Select Board, Lincoln Town Offices, 16 Lincoln Road, Lincoln, Massachusetts, Monday through Friday, 8:30 a.m. to 3:30 p.m.

They are available for download at the Town's website: www.lincolntown.org.

The full Bid specifications are comprised of:

1) Invitation to Bid

2) Bid Instructions

3) Bidding Specifications

4) Bid Response Sheet

A pre-bid meeting/site walk will be held on Thursday, June 11, 2026 @ 10:30 a.m. at the Codman Pool Complex – 4 Ballfield Road, Lincoln, MA 01773. All interested bidders are encouraged to attend.

Sealed bids shall be accepted at the Office of the Select Board, 16 Lincoln Road, Lincoln, Massachusetts 01773 until Wednesday, June 17, 2026 @ 12:00 p.m. at which time they will be publicly opened and read.

The Town will make an award to the lowest responsible and responsive bidder within seven (7) business days of the acceptance of the bids. The lowest bidder will be determined by the total contract price.

The Town reserves the right to reject any or all bids if it were in the Town's interest to do so. The Select Board also reserves the right to waive any informalities.

All bids must comply with the following conditions:

1. All bids shall be submitted on the Bid Response Sheet provided in this specification in a sealed envelope clearly marked "Bid – Wading Pool Return Line Replacement."

2. Bid Response Sheet - The bidder shall include on the Bid Response Sheet the name and address of the bidder, a telephone number and the times when he/she can be contacted and three references from other similar projects completed. The bidder shall also provide his/her social security or federal identification number.

3. Insurance - coverage as specified below shall be taken out in a company or companies authorized to do such business in the Commonwealth of Massachusetts and shall be written for not less than any limits of liability as specified herein below, or required by law, whichever is greater.

a. Worker's Compensation and other benefits as required under Chapter 152 of the General Laws, as amended, and Section 34A of Chapter 149 of the General Laws.

b. Employer's Liability with a limit of at least $100,000 each accident.

c. Comprehensive General Liability and Automotive Liability: General Liability shall include Contractor's Liability, Completed Operations and Products Liability; all on the occurrence basis with Personal Injury Coverage and Broad Form Property Damage. Automotive Liability shall include coverage for owner, non-owned and hired automobiles, where applicable.

d. Combined single limit for Comprehensive General Liability and Automotive Liability:

e. Each Person $1,000,000 Each Occurrence $1,000,000 http://www.lincolntown.org/

2026 3

f. The Town of Lincoln will be named as an additional insured on all policies.

g. Certificates of Insurance shall be submitted to the Town simultaneously with the execution of the Contract. Certificates shall Indicate that Contractual Liability coverage is in force. These Certificates shall contain a provision that the insurance company will notify the Town by registered mail at least thirty days in advance of any cancellation, change or expiration of the policies.

4. The Select Board will make an award to the lowest responsible and responsive bidder. The responsive bidder will be the one who meets all bid requirements and submits all required information to the Town. The responsible bidder will be determined through reference checks.

5. Bid Deposit – All bids with a value over $50,000 shall be accompanied by a bid deposit in the form of a bid bond, or cash, or a certified check on, or a treasurer's or cashier's check issued by a responsible bank or trust company, payable to the Town of Lincoln. The amount of such bid deposit shall be five percent of the total value of the bid.

6. Payment Bond – If selected as contractor, the vendor will, within ten days (Saturdays, Sundays and legal holidays excluded), following notification of selection, provide a payment bond, from a surety company qualified to do business under the laws of the Commonwealth and satisfactory to the awarding authority, in the sum of fifty percent of the contract price, the premiums for which are to be paid by the contractor and are included in the contract price.

7. Work will be completed by May 1, 2027. Timing will be coordinated with the Director of Parks & Recreation as the timing of the project will need to work around the 2026 or 2027 pool season.

8. A Pre-Bid Meeting/Site-Walk will be held on Thursday, June 11, 2026 @ 10:30 a.m. at the Codman Pool Complex located at 4 Ballfield Road Lincoln, MA 01773. Questions regarding this bid may be submitted to Jessica Downing - Parks and Recreation Director in writing via email (jdowning@lincnet.org) no later than Friday, June 12, 2026 at 12:00PM.

9. The Terms and Conditions of the contract are spelled out in this Invitation to Bid, in the Specifications, and in the Bid Response Sheet, all of which will be part of the contract document. The successful bidder will be acknowledged with a letter of award, which will be signed by both parties. This letter will also become part of the contract document.

mailto:(dsequeira@lincnet.org

Wading Pool Return Line Replacement - 2026 4

Middlesex County…Massachusetts

PARKS AND RECREATION DEPARTMENT

16 Lincoln Road Lincoln, MA 01773

Tel 781 259-0784 Fax 781 259-1333 www.LincolnRec.com

Specifications for Goods and/or Services

GOODS/SERVICE

Wading Pool - Return Line Replacement

SPECIFICATIONS

The wading pool return line replacement project will take place at the existing wading pool located at the Codman Pool complex at 4 Ballfield Road in Lincoln, MA. The project will consist of:

• Removal of existing perimeter pool tile.

• Disposal of existing perimeter pool tile.

• Saw cutting and removing sections of aggregate concrete deck from filter building to the wading pool.

• Saw cutting and removing sections of pool floor to accommodate new return floor fitting.

• Install new pvc plumbing and return floor fittings from filter to pool floor.

• Concrete patch all affected areas.

• Supply and install new perimeter waterline tile.

• Prep and apply new pebble surface to pool interior.

• Provide licensed electrician to bond rebar.

Special Notes:

• Vendor must have experience constructing or reconditioning inground swimming pools, with a minimum of 3 projects within the last year.

• Vendor shall provide all labor at state prevailing wage rates, equipment and materials necessary to meet the job specifications.

• Vendor shall provide a bid deposit equal to 5% of the total value of the bid.

• Vendor shall provide a 50% payment bond.

• Any vendors wishing to see the work site are encouraged to contact Jessica Downing at jdowning@lincnet.org to schedule a visit.

• Work must be completed by May 1, 2027. Timing will be coordinated around the pool schedule, with the work to take place either after the 2026 pool season has ended, starting September 1, 2026, or before the pool season opens for the 2027 season, prior to May 1, 2027.

ATTACHMENTS

• Bid Response Sheet

• Wading Pool Plan Set

• Town of Lincoln Standard 30B Contract Sample

• State of Massachusetts Prevailing Wage Documentation

Wading Pool Return Line Replacement - 2026 5

This contract will be awarded to a responsible and responsive bidder offering the best price to the Town. Please return bid by March 18, 2024 to:

Jessica Downing jdowning@lincnet.org Lincoln Parks and Recreation Department

16 Lincoln Road Lincoln, MA 01773

Wading Pool Return Line Replacement - 2026 6

Middlesex County…Massachusetts

PARKS AND RECREATION DEPARTMENT

16 Lincoln Road Lincoln, MA 01773

Tel 781 259-0784 Fax 781 259-1333 www.LincolnRec.com

TOWN OF LINCOLN

BID RESPONSE SHEET

The undersigned agrees to replace the wading pool return lines at the Codman Pool complex, located at 4 Ballfield Road, Lincoln, MA, including all associated disposals, repairs and surface restoration.

Specifications Total Cost Removal & disposal of existing perimeter pool tile $

Saw cut and remove aggregate concrete deck from filter building to the wading pool $

Saw cut and remove sections of pool floor to accommodate new return floor fitting $

Install new pvc plumbing and return floor fittings from filter to pool floor $

Concrete patch all affected areas

Supply and install new perimeter waterline tile

Prep and apply new pebble surface to pool interior

Provide licensed electrician to bond rebar

TOTAL BID

Name of Organization: ______________________________________________________________________

Contact Name & Position: _________________________________________________________

Address ______________________________________________________________________________

Phone __________________________________

Social Security or Federal Identification Number __________________________________

Comments: ___________________________________________________________________________________________

Wading Pool Return Line Replacement - 2026 7

REFERENCES:

ORGANIZATION CONTACT NAME CONTACT PHONE CONTACT EMAIL

The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person" shall mean any natural person, business, partnership, corporation, union committee, club, or other organization, entity, or group of individuals.

Signature _____________________________________ Date ___________________________

Name & Title (Please print) ___________________________________________________________________

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

Project Location

Pool Contractor

SOUTH SHORE GUNITE POOLS & SPAS

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Consulting Structural Engineer

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP0

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

# Date Notes

0 11/08/2013 INITIAL SUBMITTAL

TABLE OF CONTENTS:

SP01 - PROJECT OVERVIEW (AXONOMETRIC VIEW)

SP02 - POOL LAYOUT & MATERIALS PLAN

SP03 - POOL SECTIONS

SP04 - PIPING & PLUMBING LAYOUT

SP05 - MECHANICAL EQUIPMENT LAYOUT

SP06 - DESIGN DATA & GENERAL NOTES

SP07 - EQUIPMENT DETAILS

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

SCALE:

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP1

PROJECT OVERVIEW

# Date Notes

0 11/08/2013 INITIAL SUBMITTAL

PROJECT OVERVIEW

AXONOMETRIC VIEW

SITE OVERVIEW

LOCUS PLAN

FINISHED

34' - 0"

SLOPE 1:12

R = 8'

R = 7'

R = 5'

R = 7'

R = 9'

R =7'

DEPTH: 0' - 0" DEPTH: -18"

6'

6'

6'

6'

6'

6'

DRY ENTRY

FLOOR RETURN

(6 PLCS. , TYP.)

12" SHOTCRETE BEAM

(8" WALL & FLOOR)

1/2" PEBBLE FINISH

12"

12"

WALL & FLOOR REBAR:

#4 REBAR GRADE 40

12" O.C. , E.W.

WATER FEATURE,

BUBBLER

(1'6" SPRAY RADIUS)

(2 PLCS, TYP.)

SP3

3'

3'

6' - 6" 6"

WATER FEATURE,

GROUND FUNNEL

(4' SPRAY RADIUS)

WATER FEATURE,

WATER PRESSURE

(5' SPRAY RADIUS)

4' - 0" 3' - 0" 4' - 0" 3' - 0"

3'

3'

SKIMMER

(2 PLCS. , TYP.)

EQUALIZER

(2 PLCS. , TYP.)

9" x 9" MAIN DRAINS, WITH HYDRO STATIC RELIEF

& COLLECTOR TUBES

(2 PLCS, TYP.)

R

R 8' - 6"

R 7' - 0"

DEPTH MARKERS AND "NO DIVING" TILES

(VERIFY LOCATION IN FIELD)

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

SCALE: 1/2" = 1'-0"

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP2

DIMENSIONED POOL PLAN

# Date Notes

GENERAL NOTES:

1. SIGNED CONTRACT DETERMINES OWNERSHIP OF WORK AND MATERIALS SHOWN IN SHOP DRAWINGS.

2. NEW CONSTRUCTION POOL PROJECT.

3. FIELD VERIFY WATER DEPTHS BEFORE PLACING DEPTH MARKERS.

4. GRADE 40, #4 REBAR

5. MUST HAVE FOUR (4) FEET OF CIRCULATION CLEARANCE AROUND POOL AS PER MASS CODE.

6. SUBSURFACE CONDITIONS ARE TO BE AS FOLLOWS:

PROPERLY GRADE AND COMPACT ALL SUBSURFACE BASE AREAS.

REFER TO CIVIL / ARCHITECTURAL SPEC SECTIONS REGARDING STRUCTURAL FILL (SUITABLE MATERIAL).

IN THE ABSCENCE OF SPECIFICATIONS BY OTHERS, THAN "SCREENED GRAVEL" SHALL BE SUBSTITUTED, MEETING REQUIREMENTS OF ASTM C33, STONE SIZE #4 (3/4"), NO STONES LARGER THAN 3" DIAMETER (3/4" DIA. ABOVE - 24" GRADE), INSTALLED IN LIFTS NOT TO EXCEED 8", COMPACTED TO ACHEIVE 95% COMPACTION RATE, CAPABLE OF BEARING 1000 LBS/SF.

(NOT INCLUDED - ** SOLE RESPONSIBILITY BY OTHERS**)

LEGEND

SP07

MAIN DRAIN

FLOOR RETURN

SKIMMER

DEPTH MARKERS &

"NO DIVING" TILES

POOL EDGE DETAIL

SP07

SP06

SP03

ZERO DEPTH ENTRY DETAIL

SP03

WALL DETAIL

SP03

SP07

0 11/08/2013 INITIAL SUBMITTAL

12" BEAM

POURED DECK BY SSG

1/2" PEBBLE FINISH

CANTILEVERED POOL EDGE

WATERLINE ACCENT TILE

1" x 1" x 1/4" TILE

(6) ROWS

3/4" COMPACTED SCREENED GRAVEL,

TERMINATES 24" BELOW DECK LEVEL (BY OTHERS)

COMPACTED SCREENED GRAVEL,

3" MAX STONE SIZE

(BY OTHERS)

UNDISTURBED SUBGRADE

18"

1' - 6"

6 1/2"

8"

8"

4" CLR.

6" RADIUS

4" HIGH CHAIR,

DOBIE BRICKS,

OR BOLSTERS

4' O.C. , E.W.

#4 REBAR, GRADE 40

@ 12" SPACING, O.C.,E.W.

(TYP.)

CRUSHED STONE UNDER POOL

TERMINATES 4' BELOW DECK LEVEL

(BY SSG)

WATER DEPTH

SHOWN

3"

3"

3" CLR.

DECK LEVEL

0' - 6 1/2"

WATERLINE

0' - 0"

DRY ENTRY

FINISHED

34' - 0"

7' - 0"20' - 0"7' - 0"

FINISHED

34' - 0"

18"

WATERLINE

7' - 0" 20' - 0" 7' - 0"

1:12

DECK LEVEL

6 1/2"

R 6"

DRY ENTRY

DECK LEVEL

0' - 6 1/2"

WATERLINE

0' - 0"

DRY ENTRY

7' - 0"

C R

U S

H E

D S

T O

N E

4'

1'

8" S

H O

T C

R E

T E 1/ 2"

F

IN

IS

H

1' - 0"

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

SCALE: As indicated

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP3

POOL SECTIONS

# Date Notes

0 11/08/2013 INITIAL SUBMITTAL

1" = 1'-0"

6 WALL SECTION DETAIL, TYP.

1/2" = 1'-0"

4 WADING POOL CROSS SECTION

1/2" = 1'-0"

3 POOL DEPTH PROFILE

1" = 1'-0"

5 ZERO DEPTH ENTRY

CANTILEVER EDGE DETAIL

SCALE: 3" = 1' - 0"

FINISHED

34' - 0"

SLOPE 1:12

R = 8'

R = 7'

R = 5'

R = 7'

R = 9'

R =7'

R = 7'

DEPTH: 0' - 0" DEPTH: -18"

6'

6'

6'

6'

6'

6'

DRY ENTRY

FLOOR RETURN

(6 PLCS. , TYP.)

WATER FEATURE,

BUBBLER

(1'6" SPRAY RADIUS)

(2 PLCS, TYP.)

9" x 9" MAIN DRAINS, WITH HYDRO STATIC RELIEF

& COLLECTOR TUBES

(2 PLCS, TYP.)

3'

3'

6' - 6" 6"

WATER FEATURE,

GROUND FUNNEL

(4' SPRAY RADIUS)

WATER FEATURE,

WATER PRESSURE

(5' SPRAY RADIUS)

4' - 0" 3' - 0" 4' - 0" 3' - 0"

3'

3'

SKIMMER

(2 PLCS. , TYP.)

1 1/2"ø

1 1/2"ø

1 1/2"ø

1 1/2"ø

1 1/2"ø

3"ø

3"ø

3"ø

1/

2" R

E T

U R

N T

O B

U B

B

LE

R

1/

2" R

E T

U R

N T

O W

A T

E R

P R

E S

S U

R E

1/

2" R

E T

U R

N T

O G

R O

U N

D F

U N

N E

L

3" T

O F

LO

O

R R

E T

U R

N S

3" F

R O

M M

A

IN

D R

A

IN

S

2" F

R O

M S

K

IM

M E

R S

1/

2" ø

1/

2" ø

1/

2" ø

1/

2" ø

3"ø

3" ø

3" ø

2"ø

2"ø

2" ø

2"ø 2"ø

2"ø

2"ø

3"ø

1 1/2"ø

3"ø

EQUALIZER

(2 PLCS. , TYP.)

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

SCALE: 1/2" = 1'-0"

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP4

PLUMBING AND PIPING LAYOUT

# Date Notes

2" WATER SUPPLY

FOR POOL FILL

(BY OTHERS)

NOTE:

1) DIAGRAMATICAL LAYOUT ONLY

2) PVC PIPING, SCHEDULE 80

LEVOLOR CONTROLLER

(SENSOR LOCATED

IN SKIMMER)

FILL FUNNEL TO

FILL SPOUT

HIGH-RATE SAND FILTER, 36"

(PENTAIR, TR140C)

3" FLOWMETER,

IN-LINE

(BLUE-WHITE)

FILTER PUMP,

INTELLIFLO SVRS

(STA-RITE, P6E6XS4H-209L)

3" VALVE, 3-PORT,

(JANDY)

VACUUM

GAUGE,

(WIKA)

PRESSURE

GAUGE,

(WIKA)

O U

T F

L O

W

5X P

IP

E

D

IA

M

IN

IN

F

L O

W

X

P

IP

E D

IA

M

IN

REQUIRES:

1 PH, 110 V, 15 AMP SERVICE

REQUIRES:

1 PH, 230 V, 20 AMP SERVICE

SELECTOR VALVE,

(PENTAIR)

263010

3" F

R O

M M

A

IN

D R

A

IN

S

3" VALVE, 3-PORT,

(JANDY)

2" F

R O

M S

K

IM

M E

R S

3" TO BACKWASH

1/

2" T

O B

U B

B L

E R

S

1/

2" T

O G

R O

U N

D F

U N

N E

L

1/

2" T

O W

A T

E R

P R

E S

S U

R E

3" T

O F

L O

O R

R E

T U

R N

S

CHLORINE PUMP,

ROLA-CHEM

15 GALLON TANK,

STENNER

BALL VALVES,

ASAHI, (TYP.)

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

SCALE: 1" = 1'-0"

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP5

MECH ROOM

MECHANICAL ROOM VISUAL AID

AXONOMETRIC VIEW

POOL MECHANICAL ROOM LAYOUT

PLAN VIEW

SCALE: 1" = 1' - 0"

# Date Notes

IN

FT

IN

FT

QTY. DESCRIPTION

DEPTH MARKER SCHEDULE

NOTE:

1) 6"x6" WHITE TILES

2) BLACK LETTERS AND NUMBERS

3) NUMBERS TO BE 4" MIN. HEIGHT

INFT

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

SCALE: 1 1/2" = 1'-0"

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP6

DESIGN DATA AND GENERAL NOTES

# Date Notes

DESIGN DATA GENERAL NOTES

GENERAL NOTES AND SPECIFICATIONS

1. This pool(s) complies with all local, state, and federal codes that apply to swimming pools to be constructed in Lincoln, MA.

2. All construction work shall conform to the rules and regulations of the current edition of the Commonwealth of Massachusetts Building Code.

3. All work is to be performed in strict compliance with OSHA work regulations, and any and all safety measures required for the execution of the work shall be diligently completed.

4. Pool(s) shall be wired and grounded in strict accordance with the latest edition of Article 680 of The National Electric Code.

5. Shotcrete is to be placed pneumatically and is to have 28-day strength in excess of 4000 psi. Shotcrete is to be placed by qualified and certified installers. Backfill against the pool walls shall not be placed until 14 days after the completion of the Shotcrete work.

6. Reinforcing steel shall meet ASTM-615, Grade 40. All steel is to be bent and cut as required at the site. All splices shall be lapped a minimum of 40 bar diameters. Wire chair supports and/or plain concrete brick shall be used to maintain the proper cover per the details herein.

Installation shall be in accordance with the recommendations of ACI and/or CRSI.

7. Piping is to be NSF approved Schedule 80 PVC (exposed) pipe and fittings, solvent welded after cleaning with solvent cleaner. All valves to be PVC ball type valves, unless noted otherwise, at the full pipe size and tagged for identification.

All piping shall be pressure tested prior to either burial or encasement in concrete.

8. All electrical and bonding work for the pool(s) is by the pool contractor. It is the responsibility of others to furnish and install electrical panel(s) in the pool mechanical area. Pool shall be wired and grounded by qualified installers in strict accordance with the current edition of Article 680 of the National Electric Code and any other applicable provisions of the Commonwealth of Massachusetts Building Code. Other electrical work is to be performed by others. Work shall be coordinated with the work of SSG to meet construction requirements and schedule.

9. Provide electrical interlock between recirculating pump and chemical feed pumps to stop the flow of chemicals should any circulating pump stop.

The system must be hard wired. Provide circulating pump trouble light and horn interlocked to pump starter to indicate pump failure. Circulating pump must have a magnetic motor starter with a proper thermal element.

10. Service outlets in the equipment room and in the pool area shall be GFCI protected as per the NEC.

11. All equipment must have NSF and/or UL labels. All equipment shall be installed by qualified personnel in accordance with the manufacturer's instructions for the appropriate application.

12. All pressure gauges and flow meters are to be installed so that they are easy to read. Flow meters must be preceded and followed by minimum distances of straight pipe as indicated on the drawings.

13. Depth markers are to be 4" high non-slip letters and are to be permanently attached on the deck and the sides of the pool above the water line at the locations shown on the plan.

14. "NO DIVING" signs must be posted at both sides and ends of the pool in 4" or larger letters where diving is prohibited by S.S.G.

15. Main drain covers shall comply with ASME 112.19.8-2007, commonly known as Virginia Graeme Baker Pool & Spa Safety Act.

16. Make up water shall be from municipal water supply.

17. DPD chlorine residual kit must be kept on hand at all times. Provide colorimetric test kits capable of determining total alkalinity, pH, and hardness and residual disinfectant.

18. Ph control for this pool is to be done by a chemical feeder.

19. Hose bibs with anti-siphon devices may be provided for deck cleaning.

20. The pool owner's responsibilities include, but are not limited to the following:

· All life saving equipment, and any other required equipment, is to be mounted securely near the pool.

· Toilet and shower stations shall be provided to serve the new pool(s) in accordance with all pertinent Commonwealth of Massachusetts regulations.

· A sign shall be posted for the pool listing the rules and regulations, hours of operation, bather capacity and emergency telephone numbers including "911".

· Signs may instruct bathers to use the showers and lavatories before entering the pool complex.

21. SHOTCRETE CURING AGENT: Vendor: Barker Steel; Item Number: C21025-W-VOX; Coverage: 400 SF per gallon.

22. It is imperative that only nozzlemen certified by the AMERICAN CONCRETE INSTITUTE (ACI) are utilized. To further enhance performance and to have basis of qualifications and quality, the ACI has provided guidelines in the form of:

ACI 506R-90 Guide to Shotcrete ACI 506.2-95 Specifications for Shotcrete ACI 506.3R-91 Guide to Certification of Shotcrete Nozzlemen ACI 506.4R-94 Guide for the Evaluation of Shotcrete ASTM Designation: C 1604M-05

23. List of accepted waterproofing products (prior to tile):

Aquafin 1K, Aquafin Hydro ban, Laticrete

24. Fencing around pool will meet MA Code.

25. To all crew members: Smoking is prohibited at work site. Violation of this rule will result in immediate dismissal.

0 11/08/2013 INITIAL SUBMITTAL

KDickinson Typewritten Text

KDickinson Typewritten Text

SUPPLIED BY OWNER

KDickinson Typewritten Text

SUPPLIED BY OWNER

KDickinson Typewritten Text

SUPPLIED BY OWNER

DECK LEVEL

0' - 6 1/2"

WATERLINE

0' - 0"

CANTILEVERED DECK

EQUALIZER AND

FLOAT VALVE

BASKET

2" PVC, SCHD 80

TO PUMP SUCTION

SKIMMER,

BERMUDA GUNITE,

PENTAIR #506301

RING OF

WATERPROOF

SEALANT

PRE-BEND "A"

PRE-BEND "B"

1' - 6"

EQUALIZER

1' - 0"

DECK LEVEL

0' - 6 1/2"

WATERLINE

0' - 0"

4'

3' - 0"

2' - 0"

8"

6"

9" x 9" MAIN DRAIN, LAWSON AQUATICS, MLD-SG-0909-WT

HYDRO STATIC RELIEF VALVE

COLLECTOR TUBES

1 1/2"ø 3" PVC, SCHD 80

TRUNK LINE

FLOOR RETURN

HAYWARD, SP-1425S

STAINLESS STEEL BASE

(INSTALLATION BY OTHERS)

LEVELING WEDGES

BOLTS & CONCRETE ANCHORS

1 1/2"ø

So ut h Sh or e

G un it e

P oo ls

S pa s, I nc

SOUTH SHORE GUNITE

7 PROGRESS AVENUE

CHELMSFORD, MA 01824

800.649.8080

Pool Contractor

Engineer's Stamp

Consulting Structural Engineer

Project

Revisions

P ro gr es s

A ve nu e

C he lm sf or d, M A

0.

9.

All drawings and specifications, as instruments of professional service, shall remain the property of South Shore Gunite Pool & Spa, Inc., Chelmsford, MA. Any reproduction of these documents, in whole or in part, re-designing, utilizing the template and or any other use of these drawings, renderings, plans and or specifications, for any other projects or purposes other than for which it was created or for use by any party other than those properly authorized by contract, is prohibited without the specific written authorization of South Shore Gunite Pool & Spa, Inc., is subject to US Copyright

Law. Any unauthorized use, reuse, modification or alteration, including automated conversion of this document shall be at the user's sole risk without liability or legal exposure to South Shore

Gunite Pool & Spa, Inc.

Copyright 2011 - Robert Guarino/South Shore Gunite Pool & Spa, Inc.

Proprietary and Confidential c

NGC STRUCTURAL, LLC

241 TOLEND ROAD

DOVER, NH 03820

603.749.4177

SCALE: As indicated

CODMAN WADING POOL

1 BALLFIELD ROAD

LINCOLN, MA 01773

SP7

EQUIPMENT DETAILS

# Date Notes

1" = 1'-0"

2 SKIMMER DETAIL

1" = 1'-0"

1 MAIN DRAIN DETAIL

1 1/2" = 1'-0"

3 FLOOR RETURN DETAIL

1" = 1'-0"

4 WATER FEATURE DETAIL

TOWN OF LINCOLN, MASSACHUSETTS

AGREEMENT

THIS AGREEMENT made this [ DATE ] by and between the TOWN of Lincoln, a municipal corporation duly organized under the laws of Massachusetts and having a usual place of business at 16 Lincoln Road, Lincoln, Massachusetts, hereinafter referred to as the “TOWN”, and [CONTRACTOR], hereinafter referred to as the

“CONTRACTOR”.

WITNESSETH:

Whereas, the TOWN invited the submission of proposals for the [PROJECT NAME], hereinafter “the Project”; and WHEREAS, the CONTRACTOR submitted a Proposal to perform the work required to complete the Project, and the TOWN has decided to award the contract therefore to the CONTRACTOR.

NOW, THEREFORE, the TOWN and the CONTRACTOR agree as follows:

1. CONTRACT DOCUMENTS. The Contract Documents consist of this Agreement, the Request for Proposals, and the CONTRACTOR’s Proposal. The Contract Documents constitute the entire Agreement between the parties concerning the work, and all are as fully a part of this Agreement as if attached hereto.

2. THE WORK. The Work consists of delivering the [PROJECT NAME], as outlined within the Town of Lincoln

Invitation to Bid and as further defined in the contractor proposal.

3. TERM OF CONTRACT. This Agreement shall be in effect from date of signing and shall expire on November 30, 2014, unless extended by written agreement of both parties, or unless terminated earlier pursuant to the terms hereof.

4. COMPENSATION. The TOWN shall pay, as full compensation for items and/or services furnished and delivered in carrying out this Agreement. Bid Price is [$ ]

5. PAYMENT OF COMPENSATION. The TOWN shall make payments within thirty (30) days after its receipt of Invoice.

6. LIABILITY OF THE TOWN. The TOWN’s liability hereunder shall be to make all payments when they shall become due, and the TOWN shall be under no further obligation or liability. Nothing in this Agreement shall be construed to render the TOWN or any elected or appointed official or employee of the TOWN, or their successors in office, personally liable for any obligation under this Agreement.

7. INDEPENDENT CONTRACTOR. The CONTRACTOR acknowledges and agrees that it is acting as an independent CONTRACTOR for all work and services rendered pursuant to this Agreement, and shall not be considered an employee or agent of the TOWN for any purpose.

8. INDEMNIFICATION. The CONTRACTOR shall indemnify, defend, and hold the TOWN harmless from and against any and all claims, demands, liabilities, actions, causes of actions, costs and expenses, including attorney’s fees, arising out of the CONTRACTOR's breach of this Agreement or the negligence or misconduct of the CONTRACTOR, or the CONTRACTOR's agents or employees.

9. INSURANCE. A. The CONTRACTOR shall obtain and maintain during the term of this Agreement the insurance coverage in companies licensed to do business in the Commonwealth of Massachusetts, and acceptable to the TOWN, as outlined in the Specification for Goods and Services.

B. All policies shall identify the TOWN as an additional insured (except Workers' Compensation) and shall provide that the TOWN shall receive written notification at least 30 days prior to the effective date of any amendment or cancellation. Certificates evidencing all such coverages shall be provided to the

TOWN upon the execution of this Agreement. Each such certificate shall specifically refer to this Agreement and shall state that such insurance is as required by this Agreement. Failure to provide or to continue in force such insurance shall be deemed a material breach of this Agreement and shall be grounds for immediate termination.

10. ASSIGNMENT. The CONTRACTOR shall not assign, sublet or otherwise transfer this Agreement, in whole or in part, without the prior written consent of the TOWN, and shall not assign any of the moneys payable under this Agreement, except by and with the written consent of the TOWN.

11. TERMINATION. A. Termination for Cause. If at any time during the term of this Agreement the TOWN determines that the CONTRACTOR has breached the terms of this Agreement by negligently or incompetently performing the work, or any part thereof, or by failing to perform the work in a timely fashion, or by failing to perform the work to the satisfaction of the TOWN, or by not complying with the direction of the TOWN or its agents, or by otherwise failing to perform this Agreement in accordance with all of its terms and provisions, the TOWN shall notify the CONTRACTOR in writing stating therein the nature of the alleged breach and directing the CONTRACTOR to cure such breach within ten (10) days. The CONTRACTOR specifically agrees that it shall indemnify and hold the TOWN harmless from any loss, damage, cost, charge, expense or claim arising out of our resulting from such breach regardless of its knowledge or authorization of the actions resulting in the breach. If the CONTRACTOR fails to cure said breach within ten (10) days, the TOWN may, at its election at any time after the expiration of said ten (10) days, terminate this Agreement by giving written notice thereof to the CONTRACTOR specifying the effective date of the termination. Upon receipt of said notice, the CONTRACTOR shall cease to incur additional expenses in connection with this Agreement. Upon the date specified in said notice, this Agreement shall terminate. Such termination shall not prejudice or waive any rights or action which the TOWN may have against the CONTRACTOR up to the date of such termination, and the CONTRACTOR shall be liable to the TOWN for any amount which it may be required to pay in excess of the compensation provided herein in order to complete the work specified herein in a timely manner. Upon such termination, the CONTRACTOR shall be entitled to compensation for all satisfactory work completed prior to the termination date, as determined by the TOWN.

B. Termination for Convenience. The TOWN may terminate this Agreement at any time for convenience by providing the CONTRACTOR written notice specifying therein the termination date which shall not be sooner than ten days from the issuance of said notice. Upon receipt of said notice, the CONTRACTOR shall cease to incur additional expenses in connection with this Agreement. Upon such termination, the CONTRACTOR shall be entitled to compensation for all satisfactory work completed prior to the termination date, as determined by the TOWN, such payment not to exceed the fair value of the services provided hereunder.

12. INSPECTION AND REPORTS. The TOWN shall have the right at any time to inspect the work of the

CONTRACTOR, including the right to enter upon any property owned or occupied by CONTRACTOR, whether situated within or beyond the limits of the TOWN. Whenever requested, CONTRACTOR shall immediately furnish to the TOWN full and complete written reports of his operation under this Contract in such detail and with such information as the TOWN may request.

13. SUCCESSOR AND ASSIGNS. This Agreement is binding upon the parties hereto, their successors, assigns and legal representatives. Neither the TOWN nor the CONTRACTOR shall assign or transfer any interest in the Agreement without the written consent of the other.

14. COMPLIANCE WITH LAWS. The CONTRACTOR shall comply with all Federal, State and local laws, rules, regulations and orders applicable to the work provided pursuant to this Agreement, such provisions being incorporated herein by reference, and shall be responsible for obtaining all necessary licenses, permits, and approvals required for the performance of such work.

15. NOTICE. Any and all notices, or other communications required or permitted under this Agreement, shall be in writing and delivered by hand or mailed postage prepaid, return receipt requested, by registered or certified mail or by other reputable delivery service, to the parties at the addresses set forth on Page 1 or furnished from time to time in writing hereafter by one party to the other party. Any such notice or correspondence shall be deemed given when so delivered by hand, if so mailed, when deposited with the U.S. Postal Service or, if sent by private overnight or other delivery service, when deposited with such delivery service.

16. SEVERABILITY. If any term or condition of this Agreement or any application thereof shall to any extent be held invalid, illegal or unenforceable by the court of competent jurisdiction, the validity, legality, and enforceability of the remaining terms and conditions of this Agreement shall not be deemed affected thereby unless one or both parties would be substantially or materially prejudiced.

17. GOVERNING LAW. This Agreement shall be governed by, construed and enforced in accordance with the laws of the Commonwealth of Massachusetts and the CONTRACTOR submits to the jurisdiction of any of its appropriate courts for the adjudication of disputes arising out of this Agreement.

18. ENTIRE AGREEMENT. This Agreement, including all documents incorporated herein by reference, constitutes the entire integrated agreement between the parties with respect to the matters described. This Agreement supersedes all prior agreements, negotiations and representations, either written or oral, and it shall not be modified or amended except by a written document executed by the parties hereto.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and year first above written.

I certify that an appropriation TOWN OF LINCOLN, MA is available in the amount of this Contract for fiscal year 2027, Contract amount for subsequent fiscal years is subject to appropriation.

By its: _____________________________ Parks and Recreation Director

Town Accountant Asst. Town Administrator

FOR CONTRACTOR: [CONTRACTOR NAME]

(Signature)

(Name and Title) 119962

THE COMMONWEALTH OF MASSACHUSETTS

EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT

DEPARTMENT OF LABOR STANDARDS

Prevailing Wage Rates

MAURA HEALEY

Governor

KIM DRISCOLL

Lt. Governor

As determined by the Director under the provisions of the Massachusetts General Laws, Chapter 149, Sections 26 to 27H

LAUREN JONES

Secretary

MICHAEL FLANAGAN

Director

Awarding Authority: Lincoln City/Town: LINCOLN

Contract Number:

Description of Work: Lincoln Clay Tennis Courts (Courts 3 & 4) Court surface reconstruction consisting of surface and base layer removal, replacement, drain removal, re-pitching, and laser grading of the courts.

Job Location: 1 Ballfield Road

Information about Prevailing Wage Schedules for Awarding Authorities and Contractors

The wage rates will remain in effect for the duration of the project, except in the case of multi-year public construction projects. For construction projects lasting longer than one year, awarding authorities must request an updated wage schedule no later than two weeks before the anniversary of the date the contract was executed by the awarding authority and the general contractor. For multi-year CM AT RISK projects, the awarding authority must request an annual update no later than two weeks before the anniversary date, determined as the earlier of: (a) the execution date of the GMP Amendment, or (b) the execution date of the first amendment to permit procurement of construction services. The updated wage schedule must be provided to all contractors, including general and sub-contractors, working on the construction project.

This annual update requirement is generally not applicable to 27F “rental of equipment” contracts. For such contracts, the prevailing wage rates issued by DLS shall remain in effect for the duration of the contract term. However, if the prevailing wage rate sheet issued does not contain wage rates for each year covered by the contract term, the Awarding Authority must request updated rate sheets from DLS and provide them to the contractor to ensure the correct rates are being paid throughout the duration of the contract. Additionally, if an Awarding Authority exercises an option to renew or extend the contract term, they must request updated rate sheets form DLS and provide them to the contractor.

This wage schedule applies only to the specific project referenced at the top of this page and uniquely identified by the “Wage Request Number” on all pages of this schedule.

An Awarding Authority must request an updated wage schedule if it has not opened bids or selected a contractor within 90 days of the date of issuance of the wage schedule. For CM AT RISK projects (bid pursuant to G.L. c.149A), the earlier of: (a) the execution date of the GMP Amendment, or (b) the bid for the first construction scope of work must be within 90-days of the wage schedule issuance date.

The wage schedule shall be incorporated in any advertisement or call for bids for the project as required by M.G.L. c. 149, § 27. The wage schedule shall be made a part of the contract awarded for the project. The wage schedule must be posted in a conspicuous place at the work site for the life of the project in accordance with M.G.L. c. 149 § 27. The wages listed on the wage schedule must be paid to employees performing construction work on the project whether they are employed by the prime contractor, a filed sub-bidder, or a sub-contractor.

Apprentices working on the project are required to be registered with the Massachusetts Division of Apprentice Standards (DAS). Apprentices must keep their apprentice identification card on their persons during all work hours on the project. An apprentice registered with DAS may be paid the lower apprentice wage rate at the applicable step as provided on the prevailing wage schedule. Any apprentice not registered with DAS regardless of whether they are registered with another federal, state, local, or private agency must be paid the journeyworker's rate.

Every contractor or subcontractor working on the construction project must submit weekly payroll reports and a Statement of Compliance directly to the awarding authority by mail or email and keep them on file for three years. Each weekly payroll report must contain: the employee’s name, address, occupational classification, hours worked, and wages paid. Do not submit weekly payroll reports to DLS. For a sample payroll reporting form go to http://www.mass.gov/dols/pw.

Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at (617)

626-6953.

Contractors must obtain the wage schedules from awarding authorities. Failure of a contractor or subcontractor to pay the prevailing wage rates listed on the wage schedule to all employees who perform construction work on the project is a violation of the law and subjects the contractor or subcontractor to civil and criminal penalties.

Employees not receiving the prevailing wage rate set forth on the wage schedule may file a complaint with the Fair Labor Division of the office of the Attorney

General at (617) 727-3465.

Page 1 of 32Wage Request Number: 20260519185607Issue Date: 05/20/2026

Construction

Classification Effective Date Base Wage Health Pension Annuity Supplemental

Unemployment Total Rate

1/1/2026 $40.95 $16.17 $21.78 $0.00 $0.00 $78.90

6/1/2026 $41.95 $16.17 $21.78 $0.00 $0.00 $79.90

12/1/2026 $41.95 $16.17 $23.52 $0.00 $0.00 $81.64

(2 AXLE) DRIVER - EQUIPMENT

TEAMSTERS JOINT COUNCIL NO. 10

TEAMSTERS JOINT COUNCIL NO. 10 ZONE B

1/1/2027 $41.95 $16.77 $23.52 $0.00 $0.00 $82.24

1/1/2026 $41.02 $16.17 $21.78 $0.00 $0.00 $78.97

6/1/2026 $42.02 $16.17 $21.78 $0.00 $0.00 $79.97

12/1/2026 $42.02 $16.17 $23.52 $0.00 $0.00 $81.71

(3 AXLE) DRIVER - EQUIPMENT

TEAMSTERS JOINT COUNCIL NO. 10

TEAMSTERS JOINT COUNCIL NO. 10 ZONE B

1/1/2027 $42.02 $16.77 $23.52 $0.00 $0.00 $82.31

1/1/2026 $41.14 $16.17 $21.78 $0.00 $0.00 $79.09

6/1/2026 $42.14 $16.17 $21.78 $0.00 $0.00 $80.09

12/1/2026 $42.14 $16.17 $23.52 $0.00 $0.00 $81.83

(4 & 5 AXLE) DRIVER - EQUIPMENT

TEAMSTERS JOINT COUNCIL NO. 10

TEAMSTERS JOINT COUNCIL NO. 10 ZONE B

1/1/2027 $42.14 $16.77 $23.52 $0.00 $0.00 $82.43

ADS/SUBMERSIBLE PILOT

PILE DRIVER LOCAL 56

PILE DRIVER LOCAL 56 (ZONE 1)

1/1/2024 $117.16 $10.08 $11.62 $12.67 $0.00 $151.53

For apprentice rates see "Apprentice- PILE DRIVER"

12/1/2025 $41.22 $10.65 $9.75 $9.11 $0.00 $70.73

6/1/2026 $42.66 $10.65 $9.75 $9.11 $0.00 $72.17

12/1/2026 $44.10 $10.65 $9.75 $9.11 $0.00 $73.61

6/1/2027 $45.55 $10.65 $9.75 $9.11 $0.00 $75.06

12/1/2027 $47.00 $10.65 $9.75 $9.11 $0.00 $76.51

6/1/2028 $48.50 $10.65 $9.75 $9.11 $0.00 $78.01

AIR TRACK OPERATOR

LABORERS

LABORERS - ZONE 2

12/1/2028 $50.00 $10.65 $9.75 $9.11 $0.00 $79.51

For apprentice rates see "Apprentice- LABORER"

12/1/2025 $41.22 $10.65 $9.75 $9.21 $0.00 $70.83

6/1/2026 $42.66 $10.65 $9.75 $9.21 $0.00 $72.27

AIR TRACK OPERATOR (HEAVY & HIGHWAY)

LABORERS

LABORERS - ZONE 2 (HEAVY & HIGHWAY)

12/1/2026 $44.10 $10.65 $9.75 $9.21 $0.00 $73.71

For apprentice rates see "Apprentice- LABORER (Heavy and Highway)

ASBESTOS REMOVER - PIPE / MECH. EQUIPT.

HEAT & FROST INSULATORS LOCAL 6

HEAT & FROST INSULATORS LOCAL 6 (BOSTON)

12/1/2025 $44.80 $14.50 $4.30 $6.75 $0.00 $70.35

12/1/2025 $40.72 $10.65 $9.75 $9.11 $0.00 $70.23

6/1/2026 $42.16 $10.65 $9.75 $9.11 $0.00 $71.67

12/1/2026 $43.60 $10.65 $9.75 $9.11 $0.00 $73.11

6/1/2027 $45.05 $10.65 $9.75 $9.11 $0.00 $74.56

12/1/2027 $46.50 $10.65 $9.75 $9.11 $0.00 $76.01

6/1/2028 $48.00 $10.65 $9.75 $9.11 $0.00 $77.51

ASPHALT RAKER

LABORERS

LABORERS - ZONE 2

12/1/2028 $49.50 $10.65 $9.75 $9.11 $0.00 $79.01

For apprentice rates see "Apprentice- LABORER"

12/1/2025 $40.72 $10.65 $9.75 $9.21 $0.00 $70.33

6/1/2026 $42.16 $10.65 $9.75 $9.21 $0.00 $71.77

ASPHALT RAKER…