Title: Lighting Installation - Madison Street Bridge / E.D.
| Agency: | City of Worcester |
|---|---|
| State: | Massachusetts |
| Type of Government: | State & Local |
| Category: |
|
| Posted: | Jan 3, 2024 |
| Due: | Jan 31, 2024 |
| Solicitation No: | 8134-W4 |
| Publication URL: | To access bid details, please log in. |
Bid Number
8134-W4
Title
Lighting Installation - Madison Street Bridge / E.D.
Industry
Construction Services - Horizontal
Open Date
01/03/2024
Close Date
01/31/2024 10:00 AM
Comments
scope: installation of lighting at the Madison Street Bridge underpass per the attached plans and specifications.
estimated cost: $ 300,000.00
Standard Form(s)
Bid Form(s)
Plan Holder(s)*
Bid Results
Awardee(s)
× Christopher Gagliastro, Purchasing Director
Email:
gagliastroc@worcesterma.gov
Phone: 508-799-1224
Fax: 508-799-1203
Phone: 508-799-1224
Fax: 508-799-1203
View Buyer's Commodities List
*APPLIES TO CONSTRUCTION BIDS ONLY - All City of Worcester bids are available for downloading from the City of Worcester website with no required registration process. As a result, the City accepts no responsibility for the accuracy of plan holder lists issued.
Attachment Preview
Focus Map
CITY OF WORCESTER, MASSACHUSETTS
MADISON STREET UNDERPASS LIGHTING
Madison Street, Worcester, MA
UNDERPASSARTLGIHT
PROJECTSTIE
SHEET INDEX
........................L.0..0..0..
.........................L.0..0..1..
.........................L.1..0..0..
.........................L.2..0..0..
.........................L.5..0..0..
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COVER
GENERALNOTES
EXSITNIGCONDTIOINSPLAN
STIEPLAN
DETALIS
ELECTRCIALEGENDA,BBREVAITOINSA,NDGENERALNOTES
ELECTRCIALDEMOLTIOINSTIEPLAN
ELECTRCIALSTIEPLAN
ELECTRCIALSCHEDULES
LILUSTRATVIEREPRESENTATOIN
BID DOCUMENTS
September 1236tthh,,2023
Prepared By
W4eM0S04t,2uMc,o7eAi0rSes1tn6at0i8
8S0(0a)mpson 5706(1826)-76
www.westonandsampson.com
L000
COPYRIGHT 2017 WESTON & SAMPSON
GENERAL NOTES:
1. PROPERTY LINES COMPILED VIA MASSACHUSETTS GIS DATA.
11. THE CONTRACTOR SHALL KEEP ALL STREETS, PARKING LOTS AND WALKS THAT ARE NOT
RESTRICTED FROM PUBLIC USE DURING CONSTRUCTION BROOM CLEAN AT ALL TIMES. THE
5. ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL
CONTRACTOR SHALL USE ACCEPTABLE METHODS AND MATERIALS TO MAINTAIN ADEQUATE
BE RECORDED BY THE GENERAL CONTRACTOR ON "AS-BUILT" DRAWINGS.
DUST CONTROL THROUGHOUT CONSTRUCTION.
2. ALL BIDDERS ARE EXPECTED TO INSPECT THE PROJECT SITE IN ITS ENTIRETY PRIOR TO 6. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS OUTSIDE THE PROJECT LIMITS, 12. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE.
SUBMITTING THEIR BID, AND BECOME FAMILIAR WITH ALL CONDITIONS AS THEY MAY AFFECT
SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE CONTRACTOR AT NO ADDITIONAL
THEIR BID. CONTRACTOR AND SUB-CONTRACTOR SHALL BE FAMILIAR WITH ALL DRAWINGS
COST AND TO THE SATISFACTION OF THE OWNER.
AND SPECIFICATIONS PRIOR TO COMMENCING THE CONSTRUCTION.
7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT HIS EMPLOYEES,
3. LOCATIONS OF ANY UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY.
AS WELL AS PUBLIC USERS FROM INJURY DURING THE ENTIRE CONSTRUCTION PERIOD USING
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF SUCH UTILITIES,
ALL NECESSARY SAFEGUARDS, INCLUDING BUT NOT LIMITED TO, THE ERECTION OF
PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE DURING
TEMPORARY FENCES, WALKS, STRUCTURES, PROTECTIVE BARRIERS, OR COVERING AS
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE
NEEDED.
COORDINATION WITH UTILITY COMPANIES AND PUBLIC AGENCIES AND FOR OBTAINING ALL
REQUIRED PERMITS AND PAYING ALL REQUIRED FEES. IN ACCORDANCE WITH M.G.L. CHAPTER 8. THE CONTRACTOR SHALL SUPPLY THE OWNER WITH THE NAME OF THE OSHA "COMPETENT
82, SECTION 40, INCLUDING AMENDMENTS, CONTRACTORS SHALL NOTIFY ALL UTILITY
PERSON" PRIOR TO CONSTRUCTION.
COMPANIES AND GOVERNMENT AGENCIES IN WRITING PRIOR TO EXCAVATION. CONTRACTOR
SHALL ALSO CALL "DIG SAFE" AT (888) 344-7233 NO LESS THAN 72 HOURS, (EXCLUSIVE OF 9. FILLING OF EXCAVATED AREAS SHALL NOT TAKE PLACE WITHOUT THE PRESENCE OR
WEEKENDS AND HOLIDAYS), PRIOR TO SUCH EXCAVATION. DOCUMENTATION OF REQUESTS
PERMISSION OF THE OWNER'S REPRESENTATIVE.
SHALL BE PROVIDED TO OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION WORK.
10. ALL EXISTING DRAINAGE FACILITIES TO REMAIN SHALL BE MAINTAINED FREE OF DEBRIS, SOIL,
4. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND EXISTING CONDITIONS,
SEDIMENT, AND FOREIGN MATERIAL AND OPERATIONAL THROUGHOUT THE LIFE OF THE
EXISTING CONDITIONS TO REMAIN, TEMPORARY CONSTRUCTION, PERMANENT
CONTRACT. REMOVE ALL SOIL, SEDIMENT, DEBRIS AND FOREIGN MATERIAL FROM ALL
CONSTRUCTION AND WORK OF ADJACENT CONTRACTS SHALL BE BROUGHT TO THE
DRAINAGE STRUCTURES, INCLUDING BUT NOT LIMITED TO, DRAINAGE INLETS, MANHOLES
ATTENTION OF THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. ITEMS ENCOUNTERED
AND CATCH BASINS WITHIN THE LIMIT OF WORK AND DRAINAGE STRUCTURES OUTSIDE THE
IN AREAS OF EXCAVATION THAT ARE NOT INDICATED ON THE DRAWINGS, BUT ARE VISIBLE ON
LIMIT OF WORK THAT ARE IMPACTED BY THE WORK FOR THE ENTIRE DURATION OF
SURFACE, SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REMOVED AT NO
CONSTRUCTION.
ADDITIONAL COST TO THE OWNER.
Project:
WORCESTER UNDERPASS
LIGHTING
WORCESTER
14, 1722 A CITY
MADISON STREET
WORCESTER, MA
Weston & Sampson Engineers, Inc.
427 Main Street, Suite 400
Worcester, MA 01608
978.532.1900
800.SAMPSON
www.westonandsampson.com
Consultants:
Revisions:
No. Date
Description
Seal:
Issued For:
BID
DOCUMENTS
Scale:
AS NOTED
Date: 09/ 1236/ 23
Drawn By: MBWBE, TZ
Reviewed By: BMKS
Approved By: BK
W&S Project No.: ENG23-0722
W&S File No.:
Drawing Title:
GENERAL NOTES
Sheet Number:
L001
COPYRIGHT © 2019 WESTON & SAMPSON, INC.
1
VIEW: SOUTH TO NORTH
SCALE: N.T.S.
2
VIEW: SOUTH TO NORTH
SCALE: N.T.S.
3
VIEW: SOUTH TO NORTH
SCALE: N.T.S.
7
EXISTING HANDHOLE
SCALE: N.T.S.
MCGRATH BLVD
5
VIEW: NORTH TO SOUTH
SCALE: N.T.S.
Project:
WORCESTER UNDERPASS
LIGHTING
WORCESTER
14, 1722 A CITY
MADISON STREET
WORCESTER, MA
Weston & Sampson Engineers, Inc.
427 Main Street, Suite 400
Worcester, MA 01608
978.532.1900
800.SAMPSON
www.westonandsampson.com
Consultants:
Revisions:
No. Date
Description
Seal:
6
VIEW: NORTH TO SOUTH
SCALE: N.T.S.
1
SCALE: NTS
Issued For:
BID
DOCUMENTS
Scale:
AS NOTED
Date: 09/ 1236/ 23
Drawn By: MBWBE, TZ
Reviewed By: BMKS
Approved By: BK
W&S Project No.: ENG23-0722
W&S File No.:
Drawing Title:
EXISTING
CONDITIONS
Sheet Number:
L100
COPYRIGHT © 2019 WESTON & SAMPSON, INC.
MCGRATH BLVD
PEDESTRIAN DETOUR
SIGNAGE TYP.
LIMIT OF WORK
APPROX. LOCATION OF
BRIDGING SHROUD, SEE
5/L500. LENGTH V.I.F.
SEE DETAIL 1, FIXTURE LAYOUT ENLARGEMENT
2
L200
CABINET AND SIDEWALK LAYOUT
11' TYP.
18''
4'-0
12''
4'-0
6'
END OF SHROUD
FIXTURE, TYP.
SHROUD JOINT
TYPICAL FIXTURE LAYOUT FOR END SECTION OF SHROUD
10' TYP.
6'
4'-0
1'-0
4'-0
6'
Project:
WORCESTER UNDERPASS
LIGHTING
WORCESTER
14, 1722 A CITY
MADISON STREET
WORCESTER, MA
Weston & Sampson Engineers, Inc.
427 Main Street, Suite 400
Worcester, MA 01608
978.532.1900
800.SAMPSON
www.westonandsampson.com
Consultants:
SEE DETAIL 1, FIXTURE LAYOUT ENLARGEMENT
EX. WALL MOUNTED FIXTURE
TO BE RELOCATED, TYP.
COORDINATE FINAL
LOCATION WITH ENINEER
AND CITY REP.
LIMIT OF WORK
1
L200
FIXTURE LAYOUT ENLARGEMENT
EROSION CONTROL AT
CATCH BASIN INLET
1
L500
EX HH FOR NEW POWER
CONNECTION
FIXTURE, TYP.
SHROUD JOINT
TYPICAL FIXTURE LAYOUT
SHROUD JOINT
1
FIXTURE LAYOUT ENLARGEMENT
SCALE: NTS
Revisions:
No. Date
Description
Seal:
2
CABINET AND SIDEWALK LAYOUT
SCALE: NTS
EX BRIDGE ABOVE
EX CONCRETE SIDEWALK TO BE CUT AT JOINT, TYP.
2
L500
NEW CONCRETE PAVING.
NEW JOINTING TO MATCH EXSTING.
EX CURB TO REMAIN AND BE PROTECTED
NEW EXPANSION JOINT, TYP.
3
L500
6 INCH STEEL BOLLARD, TYP.
2
E002
PROPOSED ELECTRICAL CABINET
EX BRIDGE STRUCTURE
NEW EXPANSION JOINT
APPROX. LOCATION OF EX HH
Issued For:
BID
DOCUMENTS
Scale:
AS NOTED
Date: 09/ 1236/ 23
Drawn By: BMWBE, TZ
Reviewed By: BMKS
Approved By: BK
W&S Project No.: ENG23-0722
W&S File No.:
Drawing Title:
SITE PLAN
SCALE: NTS
Sheet Number:
L200
COPYRIGHT © 2019 WESTON & SAMPSON, INC.
1" REBAR FOR BAG REMOVAL
FROM INLET (PROVIDE REBAR)
OPTIONAL OVERFLOW
APPROVED CATCH
BASIN FILTER
DUMP LOOPS
(PROVIDE REBAR)
EXPANSION RESTRAINT
CURB
OPENING
FOAM
SIDE VIEW INSTALLED
NOTE:
1. CATCH BASIN FILTER FOR PAVED AREAS SHALL BE PROVIDED FOR
ALL DRAINAGE STRUCTURES WITHIN THE LIMIT OF WORK AND ANY
STRUCTURES OUTSIDE THE PROJECT TERMINII THAT ARE
AFFECTED BY CONSTRUCTION.
1
EROSION CONTROLS- SEDIMENT SACK
SCALE: NTS
4 X 4 WWM ON CHAIRS
4" DEPTH.
SEE NOTE 2
8" DEPTH. SEE
NOTE NO. 3
CONTROL JOINTS TO
MATCH EXISTING IN
TYPE AND PATTERN.
6" 4"
MEDIUM BROOM FINISH,
PERPENDICULAR TO
DIRECTION OF TRAVEL
FINISHED GRADE, MATERIAL
VARIES, SEE PLANS
CEMENT CONCRETE
PAVEMENT, SEE
SPECIFICATIONS
COMPACTED DENSE
GRADED CRUSHED
STONE
COMPACTED OR
UNDISTURBED SUBGRADE
NOTE:
1. EXPANSION JOINT SPACING SHALL BE 30'-0" MAX.
2. 4" CONCRETE DEPTH SHALL BE USED FOR ALL PEDESTRIAN SIDEWALK APPLICATIONS UNLESS
INDICATED OTHERWISE.
3. USE 8" GRAVEL BORROW UNDER 4" CEM. CONC. WALK PVMT. USE 12" GRAVEL BORROW UNDER 6"
CEM. CONC. PADS/SLABS.
4. DOWELS SHALL BE USED AT EXPANSION JOINTS AND WHERE NEW CONCRETE PAVEMENT ABUTS
EXISTING CONCRETE PAVING TO REMAIN AND ANY PROPOSED CONCRETE RAMPS AND STAIRS.
5. FOR SIDEWALK PAVEMENT, USE BROOM FINISH PERPENDICULAR TO ROUTE OF TRAVEL.
6. ALL EXISTING AND PROPOSED STRUCTURES IN CONCRETE SHALL HAVE FULL ISOLATION JOINTS
#6 SMOOTH DOWEL, 1'-0"
LONG, 18" O.C.
SPECIFIED SEALANT TO MIN.
12" DEPTH
1/2"
12" WIDE FULL DEPTH
EXPANSION JOINT WITH
WATERPROOF SEALANT,
SEE SPECS.
6" 4" 4" 6"
6" EXPANSION SLEEVE, WAXED TO
PREVENT BONDING- EXISTING AND
NEW PAVEMENT
CONCRETE DOME
6" GALVANIZED STEEL PIPE
ASTM A53 (STD. WEIGHT)
FILLED WITH CONCRETE
CEMENT CONCRETE
PAVEMENT, SEE DETAIL 2
CAST-IN-PLACE CLASS A
CONCRETE FOOTING
15"DIA.
GRAVEL BASE
2
CEMENT CONCRETE PAVEMENT
SCALE: NTS
3
6 INCH STEEL BOLLARD
SCALE: NTS
SLOTTED HOLE FOR
ANCHORS, TYP.
MINIMUM COVERAGE
FOR FIXTURE FROM
SHROUD
14"
2"
34" (1" MAX) CONDUIT FOR
COMMUNICATIONS INSTALLED
DIRECTLY ADJACENT TO SHROUD
6'' CONCRETE ANCHOR, 24'' O.C., TYP.
PROPOSED 4" DEPTH 41'' THICK
STAINLESS STEEL C CHANNEL
SHROUD (2" X 4" X 3.75")
INTERIOR PAINTED BLACK.
BOTTOM FACE SANDED OF ALL
PROCESSING MARKS.
THROUGH BOLTS, TYP. 24'' O.C.
73 4"
136" WEEP HOLE AT INTERIOR BASE
THROUGH BOTH C CHANNELS.
AS CLOSE TO BOTTOM AS
POSSIBLE. 2' O.C.
NOTE: CHANNELS SHALL BE PROVIDED IN 10' SECTIONS, EXCEPT END SECTIONS WHICH SHALL BE 11'
ADJACENT SECTIONS SHALL BE ATTACHED WITH 4" X 6" X 81" 316 SS PLATES AND SS HARDWARE.
SECTIONS SHALL ALIGN VERTICALLY AND HORIZONTALLY.
4
LED FIXTURE MOUNTING SHROUD
SCALE: NTS
SLOTTED HOLE FOR
ANCHORS, TYP.
MINIMUM COVERAGE
FOR FIXTURE FROM
SHROUD
14"
41'' THICK 2'' 4'' STAINLESS STEEL
ANGLE
2"
43" (1" MAX) CONDUIT FOR
COMMUNICATIONS INSTALLED
DIRECTLY ADJACENT TO SHROUD
12'' CONCRETE ANCHOR, TYP.
LOCATIONS TO BE FIELD VERIFIED
PROPOSED 4" DEPTH 41'' THICK
STAINLESS STEEL C CHANNEL
SHROUD (2" X 4" X 3.75")
INTERIOR PAINTED BLACK.
BOTTOM FACE SANDED OF ALL
PROCESSING MARKS.
77 8"
THROUGH BOLTS, TYP. 24'' O.C.
136" WEEP HOLE AT INTERIOR BASE
THROUGH BOTH C CHANNELS.
AS CLOSE TO BOTTOM AS
POSSIBLE. 2' O.C.
ADJACENT SECTIONS SHALL BE ATTACHED WITH 4" X 6" X 81" 316 SS PLATES AND SS HARDWARE.
SECTIONS SHALL ALIGN VERTICALLY AND HORIZONTALLY.
5
LED FIXTURE BRIDGING MOUNTING SHROUD
SCALE: NTS
Project:
WORCESTER UNDERPASS
LIGHTING
WORCESTER
14, 1722 A CITY
MADISON STREET
WORCESTER, MA
Weston & Sampson Engineers, Inc.
427 Main Street, Suite 400
Worcester, MA 01608
978.532.1900
800.SAMPSON
www.westonandsampson.com
Consultants:
Revisions:
No. Date
Description
Seal:
Issued For:
BID
DOCUMENTS
Scale:
AS NOTED
Date: 09/ 1236/ 23
Drawn By: BMWBE, TZ
Reviewed By: MBKS
Approved By: BK
W&S Project No.: ENG23-0722
W&S File No.:
Drawing Title:
SITE
CONSTRUCTION
DETAILS
Sheet Number:
L500
COPYRIGHT © 2019 WESTON & SAMPSON, INC.
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