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Construction Projects
BID #: N/A
ISSUED: 6/16/2016
DUE: 7/14/2016
VALUE: $175,000
55
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Executive Summary
This document details the reconstruction of the Bayview Boat Ramp in Upper Township, Cape May County, New Jersey. The project involves removing the old bulkhead and piling, excavating the boat ramp area, and installing a new vinyl bulkhead, concrete cable mats, and mooring pilings. It also includes the installation of drainage, concrete curb and sidewalk, regrading the road, paving with hot mix asphalt, backfilling, and wetland plantings. The project is funded by a grant from the NJDOT. Bids were solicited with a submission deadline of July 14, 2016.
Web Content
Construction Projects Future Projects Bike Connector Plan , Beesley’s Pt to Dennis Township, Planning Phase. Presentation from April 19, 2023 GIS Map showing alternate routes Replacement of Rt-50 over Cedar Swamp Creek anticipated 2025 construction Reconstruction of New Bridge Road, County Project, anticipated 2024 Reconstruction of Marshallville Rd Bridge, County Project, anticipated late summer/early fall 2024 Public Meeting Notice – April 20 @ 10AM (Virtual meeting only) Executive Summary Typical Bridge Section 2024 Reconstruction of Rt-9, Wrights Lane to Harbor Road Reconstruction of Church Rd, County Project Stormwater pump stations, Putnam Ave, Webster Ave and Sumner Ave, Installation May 2024, Operational Fall 2024. Township Paving Project, Summer/ Fall 2024 2023 Strathmere Beachfill Project by USACOE anticipated for late Summer 2023 Reconstruction of Prescott Ave & Bayview Dr, Strathmere, Ongoing, scheduled completion June 2023 2021 Construction Beesley’s Pt Park – Concept Plan, County Grant funded, Project awarded to Fred Schiavone Construction. Construction begin Spring 2021 Replacement Beesley’s Pt Boat Ramp – Bidding project in 2021 2020 Installation of Roundabout at intersection of Rt-550 (Woodbine-Ocean View Rd) & 610 (Dennisville – Petersburg Rd) Scheduled Detour June 8 from 6pm – 6am. Reconstruction of Corson Tavern Road , Starting June 2020 Road Work beginning on Corson Tavern Road. Next 3-4 weeks contractor working in shoulders installing new curb & sidewalk. There may be periods of alt-one-way traffic as contractor . All properties and streets will have access at all times. (7/20/2020) 2020 Street Paving, anticipated Fall 2020 – Completed 2021 Reconstruction of Commonwealth Ave, PH 2, NJDOT Grant, Fall 2020 SJ Gas main installation from Seaville to Marmora, 2020 (Stagecoach Rd & Roosevelt Blvd) 2019 Reconstruction of Bayview Dr, PH 3 2019 Project, Completed Fall 2019 Reconstruction of Commonwealth Ave, PH1 2019 Project Completed Fall 2019 Reconstruction of Hope Corson Rd PH2, Stagecoach Rd to Rt-50 Completed Fall 2019 Restriping of Commonwealth Ave, Completed June 2019 Utility repaving of streets in Strathmere Completed Earlier Projects Tuckahoe Road Natural Gas Expansion complete Bayview Boat Ramp Project project complete Roosevelt Blvd. Bridge Project project complete 2016 Street Paving List project complete Engineering Construction Projects Stormwater Management Information Floodplain Information Flood Hazard Mitigation Plan Tax Maps Maps & Reports Auctions, Bids And RFP’s
Document Text
--- Document: Replacement of Rt-50 over Cedar Swamp Creek anticipated 2025 construction ---
NEW JERSEY DEPARTMENT OF TRANSPORTATION
Route 50 Bridge Replacement Over
Cedar Swamp Creek (MP 2.88)
Upper Township, Cape May County
Public Information Center
Tuesday January 22, 2019 from 4 PM to 7 PM
Governor: Phil Murphy Commissioner: Diane Gutierrez-Scaccetti
www.njdot.nj.gov
The New Jersey Department of Transportation (NJDOT) is
committed to developing transportation improvements that
effectively
balance
transportation
needs,
environment,
community concerns, and costs. NJDOT is holding a Public
Information Center to inform local residents, officials, and the
business community about the Route 50 Bridge Replacement
Over Cedar Swamp Creek (MP 2.88) located in Upper
Township, Cape May County. You are encouraged to actively
participate by attending the meeting and providing comments at
the meeting, via mail, or by e-mail.
The Meeting
The Public Information Center will be held on Tuesday January
22, 2019 on Committee Room/ Court Facility located at
Township Hall, 2100 Tuckahoe Rd, Petersburg, NJ 08270
from 4 pm to 7 pm. You will have an opportunity to review
exhibits of the proposed project, ask questions, and discuss any
concerns with NJDOT staff members. If you are unable to
attend but are interested in learning about this project, please
contact us at the telephone number or email address listed
below.
Background
The Route 50 Bridge is 162 feet long and currently carries two
lanes with right shoulders, sidewalks, and a safety walk in both
directions. Built in 1961, the NJDOT Cycle 19 (March 2017)
inspection report identified the overall condition of the structure
to be poor due to the condition of the substructure. There is also
severe corrosion to the abutment and wing wall sheeting.
Therefore, NJDOT recommends the structure be replaced.
The Project
This Bridge Replacement will resolve deficiencies of the Route
50 Bridge specifically the substructure and superstructure,
correct extensive map cracking and efflorescence as well as
spalling throughout the concrete deck underside, and remediate
chloride contamination.
Additional work involves utility relocations, ROW construction
easements,
guiderail
replacement,
retaining
walls
and
landscaping. The project will help maintain the critical highway
infrastructure at this location.
Most of the proposed work will be accommodated within the
existing highway right-of-way with no property acquisitions
required. Construction operations are anticipated to take place
during multiple stages due to the complex nature of the project.
Work is expected to be completed throughout the daytime hours
as well as nighttime hours.
Maintenance and Protection of Traffic
To minimize construction impacts to the roadway and motoring
public, multiple stages of traffic control will be utilized. During
stage 1, a southbound (SB) detour will be placed at Tuckahoe
Rd. Temporary signals will be installed at Tuckahoe/Tyler Rd
and Rt.50/Tyler Rd to minimize traffic delays.
During stage 1, northbound (NB) direction will be maintained
at the bridge. The southside structure will be constructed to
accommodate two lanes of traffic for the next stage
During stage 2, NB and SB traffic will be maintained on the
newly constructed bridge while the north side of the bridge is
constructed.
Variable message signs will be placed in the area to notify
motorists of the upcoming roadway lane reductions, detours,
and changes in traffic pattern. NJDOT provides construction
updates at www.nj511.info.
Estimated Schedule & Cost
Construction is estimated to begin in 2023 and is anticipated
to be completed by 2025.
Approximate cost is $12 Million.
For further information, please contact:
Denise Peck
Regional Manager
Office of Community Relations
New Jersey Department of Transportation
P.O. Box 600
Trenton, NJ 08625-0600
Phone: 609-530-2110
Email: denise.peck@dot.nj.gov
Upper Township, Cape May County
NJ Route 50 (MP 2.88)
STRUCTURE No. 0510-150
Route 50 NB
Route 50 SB
Cedar Swamp Creek
Cedar Swamp Creek
Route 50 NB
Route 50 SB
Route 50 NB
Route 50 SB
Route 49 WB
Route 49 EB
Perry Rd
Petersburg Rd
Dennisville-
Tyler Rd
Tyler Rd
Tuckahoe Rd
Tuckahoe Rd
CAPE MAY COUNTY
UPPER TOWNSHIP
SWAMP CREEK
OVER CEDAR
ROUTE 50, BRIDGE
Mt Pleasant Rd
Route 50 and Route 49
Signalized Intersection of
Petersburg Rd
Route 50 and Dennisville-
Signalized Intersection of
N.T.S
Butter Rd
Stagecoach Rd
US Route 9
Tuckahoe
River
FOLLOW DETOUR
CLOSED
CREEK
CEDAR SWAMP
OVER
SOUTH
50
DETOUR
SOUTH
50
SOUTH
50
DETOUR
SOUTH
50
DETOUR
PLAN ALT ROUTE
TRAFFIC
CLOSED TO SOUTHBOUND
THIS BRIDGE TO BE
ON OR ABOUT (DATE)
SOUTH
50
DETOUR
SOUTH
50
DETOUR
SOUTH
50
DETOUR
SOUTH
50
DETOUR
SOUTH
50
DETOUR
SOUTH
50
DETOUR
SOUTH
50
DETOUR
SOUTH
50
DETOUR
END
DETOUR
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FOLLOW DETOUR
CLOSED
CREEK
CEDAR SWAMP
OVER
SOUTH
50
and Tyler Rd
Tuckahoe Rd
Intersection of
signalized
Temporary
S
S
THRU TRAFFIC
ROAD CLOSED
TO
S
S
CLOSED
BRIDGE
SOUTHBOUND
CLOSED AHEAD
BRIDGE
SOUTHBOUND
Dennisville-Petersburg Rd
Tuckahoe Rd and
Signalized Intersection of
and Route 50
Tuckahoe Rd
Intersection of
Signalized
and Route 50
of Tyler Rd
Intersection
signalized
Temporary
S
FOLLOW DETOUR
CLOSED
CREEK
CEDAR SWAMP
OVER
SOUTH
50
ROAD
WORK
AHEAD
S
DETOUR PLAN
CONCEPTUAL
DATE:$DATE$
FILE NAME:
TIME:
$file$
USERNAME:
$TIME$
$USERNAME$
CERTIFICATE OF AUTHORIZATION NO. 24GA27990200
JACOBS ENGINEERING GROUP INC.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE No. 24GE04978600
NEW JERSEY DEPARTMENT OF TRANSPORTATION
--- Document: Public Meeting Notice ---
PHILIP D. MURPHY
Governor
SHEILA Y. OLIVER
Lt. Governor
ATE OF NE
State of New Jersey
DEPARTMENT OF ENVIRONMENTAL PROTECTION
HISTORIC PRESERVATION OFFICE
501 East State Street
P.O. Box 420, Mail Code 501-04B
Trenton, New Jersey 08625-0420
Tel. (609) 984-0176 Fax (609) 984-0178
www.nj.gov/dep/hpo
SHAWN M. LATOURETTE
Commissioner
PUBLIC MEETING NOTICE
HPO-C2023-216
March 29, 2023
Newsroom Editor
The Cape May County Herald
1508 Route 47,
Rio Grande, NJ 08242
Dear News Editor:
A virtual open public meeting of the New Jersey Historic Sites Council (agenda enclosed) is
scheduled for Thursday, April 20, 2023 at 10am. The meeting will be held via the online platform of
GoToMeeting. You can enter the meeting with the following url: https://meet.goto.com/444434389, or
dial in using your phone at 1-877-309-2073 (toll free) or 1-646-749-3129. The Access Code is: 444-434-
389. This notice is information for your newspaper staff, not an Order for printing a Legal Notice in your
classified section.
The Historic Sites Council will review projects that have state, county, or municipal involvement,
and will encroach upon properties listed on the New Jersey Register of Historic Places.
Public comment is welcome at the meeting. If you plan to attend the meeting, please email the
Historic Preservation Office at NJHPO@dep.nj.gov.
Sincerely,
Kattermi Jharcgul
Enclosure
KJM/CR
Katherine J. Marcopul
Administrator
New Jersey is an Equal Opportunity Employer. Printed on Recycled Paper and Recyclable.
--- Document: Executive Summary ---
Executive Summary
Marshallville Road (CR 632) Bridge Replacement
Upper Township, Cape May County, NJ
Cape May County proposes to replace the 1901 Marshallville Road Bridge (CR 632) over Mill
Creek with a Warren Truss Pedestrian Bridge serving the community’s pedestrian and bicycle
users. Community support is evident as shown in an Upper Township Committee meeting (July
26, 2021 Meeting minutes) and a newspaper article indicating that “The Marshallville Bridge
that is slated to become a pedestrian walkway is the best idea to preserve the historical site.”
The project triggers an Alternatives Analysis (AA) pursuant to the Coastal Zone Management
(CZM) (7:7) and the New Jersey Register of Historic Places Act (NJRHPA) (7:4-8.8).
Marshallville was a glass making center in Southern New Jersey history and Marshallville Road
(CR 632) served as the village main street. Marshallville Road had a single lane covered bridge
over Mill Creek in 1841 with stone masonry abutments. The covered bridge was replaced with
a Warren Pony truss in 1901 and is a contributing resource to the Marshallville Historic District,
which was added to the National Register of Historic Places in 1989. The 1901 Warren Pony
truss is not individually eligible for listing in the National Register.
The causation of 1990’s Bridge repairs included the superstructure steel stringers that had 100-
percent section loss and were supplemented with wooden stringers. At present, steel floor-
beams have severe rust, steel bearings exhibit moderate to heavy corrosion, and 100-percent
section loss in the steel stringers, which are not salvageable. The superstructure is substantially
deteriorated and has been closed to vehicular traffic since 2004 and, thus, rehabilitation and
preservation of the Warren Pony truss Bridge (1901) is not prudent or feasible. Cape May
County proposes to remove the existing superstructure and replace the Bridge which is an
adverse effect due to the total loss of a Historic District contributing resource.
The Reconstruction replacement type is, in part, mitigation. Specifically, Reconstruction means
new construction meeting new standards that balance the historic setting of the non-surviving
historic bridge in design, materials, and color complementary to the Historic District’s setting.
The reconstruction is viewed as a contemporary creation with an adaptive use. The design
increases the bridge elevation that accommodates the CZM regulation of a 5-foot under-
clearance for boat traffic. The 10-foot-wide pathway avoids wetland, other known resources
impacts, and benefits historical affects by increasing access within the Historical District. The
pedestrian / bicycle access approach complies with ADA standards. The stone masonry will be
repointed and repaired and production of Historic American Engineering Record (HAER)
documentation for the 1901 Bridge is pending NJHPO review.
USGS MAP
MARSHALLVILLE ROAD BRIDGE REPLACEMENT
Upper Township, Cape May County
URBAN ENGINEERS, INC.
220 LAKE DRIVE EAST, SUITE 300
CHERRY HILL, NJ 08002
¯
2,000 Feet
SITE
Upper Twp.
Cape May Co.
NEW
JERSEY
Legend
Study Area
Coastal Wetlands (1970)
County Rte 632
State Hwy 49
2nd Ave
Mill Rd
PROJECT LOCATION AND HISTORIC PROPERTIES MAP
MARSHALLVILLE ROAD BRIDGE REPLACEMENT
Upper Township, Cape May County
URBAN ENGINEERS, INC.
220 LAKE DRIVE EAST, SUITE 300
CHERRY HILL, NJ 08002
¯
400 Feet
SITE
Upper Twp.
Cape May Co.
NEW
JERSEY
Legend
Study Area
Coastal Wetlands (1970)
Historic Properties
Historic Districts
Tideland Boundary
--- Document: Typical Bridge Section ---
TOWNSHIP OF UPPER
GENERAL NOTES:
1.
DESIGN SPECIFICATIONS:
(A) 2020 (9TH EDITION) AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, AS MODIFIED BY SECTION 3 OF THE 2016
(B)
(6TH EDITION) NJDOT DESIGN MANUAL FOR BRIDGES AND STRUCTURES.
AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDITION, WITH 2015
INTERIM REVISIONS.
2.
CONSTRUCTION SPECIFICATIONS:
2019 NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION WITH CURRENT SUPPLEMENTAL
SPECIFICATIONS, AS MODIFIED BY THE SPECIAL PROVISIONS.
3.
LIVE LOAD:
(A)
AASHTO LRFD H-5 LIVE LOADING (STRENGTH I LOAD COMBINATION)
(B)
90 PSF PEDESTRIAN LOADING
4.
CONCRETE DESIGN STRESSES:
(A) DESIGN COMPRESSIVE STRENGTH (f'c):
CLASS B.............
3,000 PSI
(B) CLASS MIX DESIGN STRENGTH (f'c):
CLASS B......
3,700 PSI
5.
(C) THE FOLLOWING NJDOT CONCRETE CLASS SHALL BE PROVIDED:
CONCRETE ABUTMENT AND FOOTING (CLASS B)
REINFORCEMENT STEEL:
(A) ASTM A615 (GRADE 60) (Fs
(B)
(C)
24,000 PSI) (GALVANIZED)
PROVIDE 2" CONCRETE COVER, UNLESS OTHERWISE NOTED.
ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED.
6.
SUPERSTRUCTURE:
(A) STRUCTURAL STEEL: AASHTO M270, GRADE 50 (ASTM A709, GRADE 50) WITH SUPPLEMENTARY REQUIREMENTS
(B)
(C)
FOR NOTCH TOUGHNESS FOR ALL MEMBER COMPONENTS MARKED (T).
APPLY HOT-DIP GALVANIZED COATING ACCORDING TO ASTM A123.
COATING SYSTEM SHALL BE AS FOLLOWS:
COATING SYSTEM:
PRIMER:
INTERMEDIATE:
FINISH:
FINISH COLOR COAT:
GALVANIZED (ASTM A123) AND PAINTED
SYSTEM TBD
(1 MIL MIN. MORE THAN MEASURED ANCHOR PROFILE THICK)
SYSTEM TBD
(3.5 MILS MIN. THICK)
SYSTEM TBD
(2 MILS MIN. THICK)
GRAY (AMS-STD 36463)
7.
WOOD:
(A) REFER TO NJDOT STANDARD SPECIFICATION SECTION 915 FOR DIMENSION LUMBER FOR STRUCTURES.
(B) USE DIMENSION LUMBER THAT OCNFORMS TO AASHTO M168.
(C) FOR TIMBER PLANK FLOOR USE TIMBER THAT IS DRESSED SQUARE EDGED S4S.
(D)
TREAT TIMBER AS SPECIFIED IN NJDOT STANDARD SPECIFICATION SECTION 915.05, EXCEPT DO NOT PRESERVE
TIMBER RAILING SYSTEMS AND DECK USED BY PEDESTRIANS WITH CREOSOTE.
(E) TIMBER SHALL BE AS FOLLOWS:
TIMBER PLANK FLOOR:
TIMBER FENCE POSTS:
TIMBER RAILING:
8. SEISMIC DESIGN NOTES:
SEISMIC DESIGN CATEGORY
A
D
SITE CLASS DEFINITION
TREATED SOUTHERN PINE, NO. 2 DENSE, 2" BY 6"
TREATED SOUTHERN PINE, STANDARD, 4" BY 4"
TREATED SOUTHERN PINE, NO. 2, 2" BY 6"
9.
UTILITIES:
(A) UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
10. FOUNDATION DESIGN CRITERIA:
(A) TO BE DETERMINED.
11. DATUM:
12.
ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL INFORMATION, CONDITIONS, AND DIMENSIONS
OF THE EXISTING STRUCTURE. DIMENSIONS AND INFORMATION SHOWN ON THESE PLANS ARE FOR GENERAL
REFERENCE ONLY AND HAVE BEEN TAKEN FROM THE ORIGINAL CONSTRUCTION DRAWINGS AND CURRENT
SURVEY DATA AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL SUCH FIELD MEASUREMENTS
TO ASSURE PROPER FIT OF THE FINISHED WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR THEIR ACCURACY. IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM THOSE SHOWN ON THE PLANS,
THE CONTRACTOR SHALL USE THE FIELD DIMENSIONS AND MAKE THE APPROPRIATE CHANGES TO THOSE
SHOWN ON THE PLANS, AS APPROVED BY THE ENGINEER. WHEN SHOP DRAWINGS ARE SUBMITTED FOR
APPROVAL, THE FIELD MEASUREMENTS MADE SHALL BE INDICATED ON THE SHOP DRAWINGS FOR REFERENCE.
GUSSET PLATE
(TYP.)
TIMBER RUB
RAIL (TYP.)
VERTICAL/
DIAGONAL
(TYP.)
-SAFETY RAIL (TYP.)
TOE PLATE (TYP.)
3'-6" (TYP.)
4'-6"
RISER (TYP.)
STRINGER (TYP.)
COUNTY OF CAPE MAY
11'-3"
OUT-TO-OUT
10′-0"
RAIL-TO-RAIL
5′-0"
MARSHALLVILLE ROAD (CR 632)
-TOP CHORD
(TYP.)
TIMBER DECK
2%
FLOORBEAM
TYPICAL BRIDGE SECTION
(LOOKING STATION AHEAD)
SCALE: 1" = 1'
4'-83/8"
1'-5"
MIN.
DIAGONAL BRACE
BOTTOM CHORD
(TYP.)
JOB:
GENERAL NOTES
AND TYPICAL SECTION
COUNTY OF CAPE MAY
OFFICE OF THE COUNTY ENGINEER
MARSHALLVILLE ROAD (CR 632)
BRIDGE REPLACEMENT WITH A PEDESTRIAN BRIDGE
Township of Upper, Cape May County, NJ
2'
PREPARED BY:
1"1-0"
URBAN ENGINEERS, INC.
220 LAKE DRIVE EAST, SUITE 300
CHERRY HILL, NJ 08002-1165
DRAWN: SWF
SCALE: AS NOTED
DATE: xx/xx/xxxx
SHEET
OF X
PREPARED FOR: COUNTY OF CAPE MAY DEPARTMENT OF PUBLIC WORKS, OFFICE OF THE COUNTY ENGINEER
4 MOORE ROAD, CAPE MAY COURT HOUSE, NJ 08210-1601
APPROVED:
REVISION
BY CK'D
DATE
STEVEN B. LOCKE, Ρ.Ε.
N.J. PROFESSIONAL ENGINEER No. 24GE04526300
XX/XX/XXXX
DATE
6'-13/8"
--- Document: Reconstruction of Rt-9, Wrights Lane to Harbor Road ---
For Immediate Release: Contact: Jim Barry
March 1, 2024
Elizabeth Rose Galamba
609-963-1975
Route 9 lane shifts in both directions next week as pavement
project begins in Upper Township, Cape May County
Construction to remain in shoulder wherever possible
(Trenton) – New Jersey Department of Transportation (NJDOT) officials today announced that
Route 9/Shore Road is scheduled to have lane shifts beginning next week in both directions
between Wrights Lane and Harbor Road as a pavement project begins in Upper Township, Cape
May County. Wherever possible, construction will remain in the shoulder and will not require a lane
shift.
From 8 a.m. to 4 p.m. Monday, March 4 and continuing daily through Friday, March 8, at the same
time, lane shifts and shoulder closures are scheduled on Route 9 in both directions from Wrights
Lane to Harbor Road. The lane shifts and shoulder closures are necessary to repair drainage inlets.
Motorists are advised to slow down, use caution, and expect delays.
This work is part of the $8.6 million federally funded Route 9, Wrights Lane to Harbor Road
Pavement Preservation project that will make repairs on approximately seven miles of Route
9/Shore Road in Upper Township, Cape May County. Work includes milling and paving,
improvements to the drainage systems, installation of new sidewalks and ADA-compliant curb
ramps, and guiderail upgrades. Improvements will also be made to the signalized intersections at
Route 50 and Hope Corson Road, and electrical conduit upgrades will be made throughout the
project limits. The project is expected to be completed in fall 2024.
Variable messaging signs are being utilized to provide advance notification to the motoring public
of all traffic pattern changes associated with the work. The precise timing of the work is subject to
change due to weather or other factors.
Motorists are encouraged to check NJDOT’s traffic information website www.511nj.org for
construction updates and real-time travel information and for NJDOT news follow us on X (Twitter)
@NewJerseyDOT or on the NJDOT Facebook page.
# # #
--- Document: Reconstruction of Church Rd, County Project ---
NOTICE OF TRAFFIC DETOUR
CHURCH ROAD (CR 602) RESURFACING
Due to circumstances beyond the County’s control, the originally scheduled paving date of the Church
Road project had to be postponed and a new paving date had to be established. As a result, beginning
on Tuesday and continuing on Wednesday May 28th and 29th, Church Road (CR 602) will be closed
during the hours of 7:00am to 5:00pm and traffic will be detoured to allow for the installation of the final
surface course paving. Local traffic will be maintained, and residents will always have access to their
homes. The roadway will be reopened to through traffic at the end of each day .
During the paving operation, east bound traffic travelling along Tuckahoe Road , Route 9 and
Stagecoach Road and wishing to access Church Road will be detoured and directed to continue travelling
east to Tuckahoe Road. Similarly, traffic travelling west along Route 9, Tuckahoe Road and Stagecoach
Road and wishing to access Church Road north or south will be directed to Butter Road (CR 637)
Motorists are advised to proceed with caution along the detour routes and to exercise extreme
caution if travelling along the portion of Church Road that is undergoing paving as there will be limited
visibility and a 2” drop off along the centerline at the interface of the new and base course paving
Tuesday night.
--- Document: Concept Plan, ---
Cape May County Creative Placemaking Plan
D R A F T
STAKEHOLDER WORKSHOP 3
FEBRUARY 7, 2019
DEMONSTRATION SITE CONCEPTUAL PLAN
FISHING PIER
ADA ACCESSIBLE
PADDLECRAFT
LAUNCH
WETLAND
SEPTIC
AREA
TUCKAHOE
INN
NORTH SHORE RD.
HARBOR ROAD
BEACH
CONCRETE WALK
PUBLIC ART
LOCATION
LIFEGUARD
AREA
BENCHES
SHADE PERGOLA
6’ X 6’ ATTENDANT SHELTER
BOARDWALK
40’
12’
24’
28’
BIKE RACKS
FIX-IT STATION
BOTTLE FILLING STATION
OPTIONAL ROOF
STRUCTURE
80’
40’’
N
0’
Cape May County Creative Placemaking Plan
D R A F T
STAKEHOLDER WORKSHOP 3
FEBRUARY 7, 2019
DEMONSTRATION SITE CONCEPTUAL RENDERINGS
NOTE: RENDERINGS ON THIS BOARD ARE IN PROCESS
Cape May County Creative Placemaking Plan
D R A F T
STAKEHOLDER WORKSHOP 3
FEBRUARY 7, 2019
NOTE: RENDERINGS ON THIS BOARD ARE IN PROCESS
DEMONSTRATION SITE CONCEPTUAL RENDERINGS
Cape May County Creative Placemaking Plan
D R A F T
STAKEHOLDER WORKSHOP 3
FEBRUARY 7, 2019
PAVILION
TRAILHEAD
SITE PLAN
FRONT ELEVATION
SIDE ELEVATION
SITE PLAN
PLACEMAKING FAMILIES
COASTAL ENVIRONMENTS
PAVILION
TRAILHEAD
BENCH WITH BACK
BACKLESS BENCH
Cape May County Creative Placemaking Plan
D R A F T
STAKEHOLDER WORKSHOP 3
FEBRUARY 7, 2019
SIGN SYSTEM
SUPPORTING PATTERNS
SECONDARY ELEMENT
COLOR SCHEME
PMS 289
PMS 291
PMS 7735
PMS 7730
PMS 7620
PMS 4675
WAYFINDING SYSTEM AND SUPPORTING PATTERNS
Cape May County Creative Placemaking Plan
D R A F T
STAKEHOLDER WORKSHOP 3
FEBRUARY 7, 2019
WAYFINDING SYSTEM ELEMENTS
BIKE TRAILHEAD
FOCUS MAP
THE FOCUS AREA IS ~10 MILES, OR
ABOUT 1 HOUR OF CYCLING. THIS IS
ABOUT THE DISTANCE BETWEEN
BEESLEY’S POINT & SEA ISLE CITY.
5 MILE RADIUS
(30 MIN. BIKE RIDE)
OVERVIEW MAP
Sea Isle City
30 min.
DESTINATIONS
• DISTANCES (MILES)
• LABELED TRAILS
• DIFFICULTY LEVELS
Cape May County Creative Placemaking Plan
D R A F T
STAKEHOLDER WORKSHOP 3
FEBRUARY 7, 2019
PLACEMAKING ELEMENTS
STANDARD BENCH
ALTERNATIVE BENCH ‘A’
ALTERNATIVE BENCH ‘B’
CHAISE LOUNGE SEATING
PICNIC TABLE
MOVABLE CHAIRS
LITTER & RECYCLING RECEPTACLES
BIKE FIX-IT STATION
STANDARD LIGHT
WOOD FLOATING DOCK
BIKE RACK ‘A’
BIKE RACK ‘B’
BOTTLE FILLING STATION
PEDESTRIAN LIGHT COLUMN
PLASTIC FLOATING DOCK
BOLLARD LIGHT
SOLAR AREA LIGHT
SPORTS LIGHT
CUSTOM RAILINGS AND FENCES
BENCH:
KEYSTONE RIDGE ‘CREEKVIEW’.
CHAISE LOUNGE:
KEYSTONE RIDGE ‘LOMA CHAISE LOUNGE’.
LITTER RECEPTACLE:
KEYSTONE RIDGE ‘CARSON’ LITTER RECEPTACLE.
CUSTOMIZED LITTER RECEPTACLE:
CUSTOM COLOR AND LETTERING
FIX-IT STATION:
DERO FIXIT, MULTIPLE COLORS AVAILABLE.
TABLE:
KEYSTONE RIDGE ‘BREAKWATER’ PICNIC TABLE
BIKE RACK:
FORMS AND SURFACES ‘BIKE GARDEN’ BIKE RACK
BIKE RACK:
KEYSTONE RIDGE ‘SONANCE’
CUSTOMIZED BIKE RACK:
INFILL PANEL CUSTOMIZATION IS AVAILABLE
BOTTLE FILLING STATION:
ELKAY OUTDOOR EZH20 BI-LEVEL FILLING STATION WITH PET STATION; MULTIPLE COLORS AVAILABLE.
PEDESTRIAN LIGHT COLUMN:
FORMS AND SURFACES LIGHT COLUMN. MODEL CAN BE CUSTOMIZED WITH PATTERNED SCREEN.
STREET AND AREA LIGHT:
TIMBERWOOD PRODUCTS CURVED WOOD POLE WITH STERNBERG OMEGA LUMINAIRE AND CUSTOM BANNERS.
SPORTS LIGHTS:
MUSCO LED, VARIOUS APPLICATIONS.
FLOATING DOCK:
BELLINGHAM MARINE, VARIOUS CONFIGURATIONS AS NEEDED.
MOVABLE CHAIR:
KEYSTONE RIDGE ‘NINA’ WITH AND WITHOUT ARMS
SOLAR AREA LIGHT:
SOLAR ONE, VARIOUS MODELS.
FLOATING DOCK:
EZ DOCK, VARIOUS CONFIGURATIONS AS NEEDED.
CUSTOMIZED TABLE:
CUSTOM COLOR, WOOD SLATS FOR TABLE AND BENCHES
BENCH:
KEYSTONE RIDGE ‘CREEKVIEW’ BACKLESS.
OPTIONAL PEDESTRIAN AMENITY:
KEYSTONE RIDGE ‘CREEKVIEW’ COUNTER.
BENCH:
FORMS AND SURFACES ‘BOARDWALK’.
CUSTOMIZED BENCH:
MODIFIED END FRAMES, CUSTOM COLOR, AND INFILL PANEL.
CUSTOMIZED BENCH:
MODIFIED END FRAMES, CUSTOM COLOR, AND INFILL PANEL.
PEDESTRIAN LIGHT BOLLARD
FORMS AND SURFACES LIGHT BOLLARD. MODEL CAN BE CUSTOMIZED WITH PATTERNED SCREEN.
--- Document: Scheduled Detour June 8 from 6pm – 6am. ---
Notice of Road Closures
Intersection of Dennisville Petersburg Road (C.R. 610)
and Woodbine Oceanview Road (C.R. 550)
The intersection of Dennisville Petersburg Road (C.R.610) and Woodbine Oceanview Road (C.R.
550) will be closed to traffic on June 8, 2020 between the hours of 6:00pm to 6:00am in order
to permit paving to occur at the location of the proposed roundabout construction. Local traffic
will be permitted to access C.R. 610 from the north and south up to the location of the
roundabout construction but will not be permitted to cross thru the roundabout construction
zone. Similarly, local traffic will be permitted to access C.R. 550 from the east and west and
travel up to the roundabout construction but will not be able to cross thru the intersection.
Traffic heading north on Route 47 wishing to continue north onto C.R. 610 beyond the
roundabout will be detoured north to Washington Avenue (C.R. 557). Traffic will continue on
C.R.557 and will be directed north to Route 49 where they can continue north on Route 49 or
travel south on Route 49 to Route 50 and back track to C.R. 610 up to the roundabout. Traffic
heading south on Route 47 wishing to continue north onto C.R. 610 beyond the roundabout
will be detoured south to Route 83 to Dennisville Road (C.R. 628). Traffic will then be able to
back track onto C.R. 550 to the roundabout or continue to Route 9 to Route 50 and access C.R.
610 up to the roundabout.
Traffic heading west along C.R. 550 will be detoured north onto Corson Tavern Road (C.R. 628)
to Route 9 to Route 50. Once on Route 50, traffic can back track onto C.R. 610 up to the
roundabout or continue north on Route 50 to C.R. 557. Traffic heading east along C.R. 550 will
be directed north to C.R. 557 to Route 49 and south on Route 49 to Route 50. Traffic will be
able to back track onto C.R. 610 up to the roundabout or continue south on Route 50 to Route
9 or the Parkway entrance.
The detour is only for Monday night from 6:00pm to 6:00am and both C.R. 610 and C.R. 550 will
reopen to thru traffic at 6:00am June 9, 2020. Motorists should use caution when driving near
the roundabout on June 9, 2020 as paving operations of the approaches to the roundabout will
be continuing. There may be lane shifts and traffic delays on June 9th due to the continued
construction activities, however, neither C.R.550 of C.R. 610 will be closed to traffic on June 9,
2020.
--- Document: 2020 Street Paving, anticipated Fall 2020 – Completed 2021 ---
THE TOWNSHIP OF UPPER
2100 Tuckahoe Road, Petersburg, NJ 08270
PO Box 205, Tuckahoe, NJ 08250-0205
PAUL E. DIETRICH, SR., P.E., P.P.
Phone: 609-628-2011 Ext. 244
Township Engineer
Cell: 609-425-2867
Floodplain Manager
Fax: 609-628-3092
Municipal Housing Liaison - Computer Director
E-mail: engineer@uppertownship.com
Paving Contractor: Arawak Paving Co, Hammonton, NJ
Work will begin September 2020
Contract Cost: $1,833,000.00
2020 Paving Project
Name of Street
Sec Town
Beginning
End
Harbor Road
2
Beesleys Pt
Garden State Parkway
Dead End East of Parkway
Harding Ave
Beesleys Pt
US Rt-9
Spencer Ave.
Spencer Ave
Beesleys Pt
US Rt-9
Harding
Walton Ave
Beesleys Pt
US Rt-9
Spencer Ave.
Cambridge Dr
Greenfield
Rt-50
Canterbury Ave
Canterbury La
Greenfield
Rt-50
Dead End East of Cambridge Dr.
Allendale Rd
Marmora
Roosevelt Boulevard
Lake Corson Lane
Randolph Blvd
Marmora
US Rt-9
Vernon Ave
St Martins Pl
Marmora
Old Tuckahoe Rd
US Rt-9
Bayview Ave
Palermo
US Rt-9
Sea Sounds Ave
Dolores Ave
Palermo
US Rt-9
Sea Sounds Ave
Upper Bridge
1
Petersburg
Dead End East
Rt-50
Upper Bridge
2
Petersburg
Old Tuckahoe Rd, East
Rt-50
Cedar Lane
1
Seaville
South of E. Kathrine Ave
Erica Lane
Katharine Ave
Seaville
Rt-50
US Rt-9
Mooring Circle
Seaville
Somers Ave
Circle West
Peach Orchard
Seaville
Somers Ave
East
Somers Ave
2
Seaville
Peach Orchard Rd
New Bridge Rd
Iroquois Trail
Steelmantown Seneca Tr
Dead End North
Narrows Road
2
Steelmantown Woodbine Road
East to Cape May Branch RR
Steelmantown Rd
1
Steelmantown Woodbine Rd
Narrows Rd
Mackey Ave
Tuckahoe
Reading Ave
Dead End North
McKeague Ave
Tuckahoe
Reading Ave
Dead End North
School House La
Tuckahoe
Rt-50
Dead end East
Amanda's Field
Petersburg
Work @ 18 Sunset Dr and
Parking Areas
Caldwell Park
Palermo
Andrew's World path
--- Document: Reconstruction of Bayview Dr, PH ---
THE TOWNSHIP OF UPPER
2100 Tuckahoe Road, Petersburg, NJ 08270
PO Box 205, Tuckahoe, NJ 08250-0205
PAUL E. DIETRICH, SR., P.E., P.P.
Phone: 609-628-2011 Ext. 244
Township Engineer
Cell: 609-425-2867
Floodplain Manager
Fax: 609-628-3092
Municipal Housing Liaison - Computer Director
E-mail: engineer@uppertownship.com
Reconstruction of Bayview Drive
Project Limits: Sumner Ave to Randolph Ave, Strathmere
Project Estimate: $175,000
Anticipated Construction: Spring or Fall 2019
Project is funded with a grant from the NJDOT.
Project will reconstruct the roadway, replace curb & sidewalk as necessary and provide
crosswalks.
LEGEND
RECONSTRUCTION
OF BAYVIEW DRIVE, PH. 3
STRATHMERE SECITON
TOWNSHIP OF UPPER, CAPE MAY COUNTY, NJ
UPPER TOWNSHIP ENGINEER'S OFFICE
2100 TUCKAHOE ROAD, P.O. BOX 205
TUCKAHOE, N.J. 08250-0205
609-628-2011 FAX 609-628-3092
email: engineer@uppertownship.com
--- Document: Reconstruction of Commonwealth Ave, PH1 2019 Project ---
THE TOWNSHIP OF UPPER
2100 Tuckahoe Road, Petersburg, NJ 08270
PO Box 205, Tuckahoe, NJ 08250-0205
PAUL E. DIETRICH, SR., P.E., P.P.
Phone: 609-628-2011 Ext. 244
Township Engineer
Cell: 609-425-2867
Floodplain Manager
Fax: 609-628-3092
Municipal Housing Liaison - Computer Director
E-mail: engineer@uppertownship.com
Reconstruction of Commonwealth Ave
Project Limits: North of Willard Ave to North of Winthrop Ave, Strathmere
Project Estimate: $305,000
Anticipated Construction: Spring or Fall 2019
Project is funded with a grant from the NJDOT and Municipal Bond.
Project will reconstruct the roadway, drainage infrastructure, replace curb & sidewalk as
necessary and provide crosswalks.
LEGEND
RECONSTRUCTION
OF COMMONWEALTH AVE. PH1
STRATHMERE SECTION
TOWNSHIP OF UPPER, CAPE MAY COUNTY, NJ
UPPER TOWNSHIP ENGINEER'S OFFICE
2100 TUCKAHOE ROAD, P.O. BOX 205
TUCKAHOE, N.J. 08250-0205
609-628-2011 FAX 609-628-3092
email: engineer@uppertownship.com
--- Document: Utility repaving of streets in Strathmere ---
DAYVIEW PRIVE
(3/4)
PRESCOTT AVEE
(/)
CONNONWEALTH AVERUS
CAUTION: ELEVATED PRESSURE
MAIN IN AREA
-12 WIDTH SJG
-FULL WIDTH SJG
- FULL WIDTH NJAW
South Jersey Gas
(CIP
SCOPE OF TOTAL PROJECT PROPOSED
INSTALL FOOTAGE: 7,015'
Crown Pipeline
/
小市
VILLIANS
BAYVIRU
CR
AVENUE
CLIFF ROAD
(00174)
NEPTURE AVENU
REPTURE AVENUE
Field Designer: ST/RH
Site Visit Date: 5/9/2017
Drawn by: ACF
Checked by: SB
Scale: N.T.S.
South Jersey Gas Drati
Drafting Date: 6/6/2017
Division: CAPE MAY Field Design Department
Plate #: BX3P, BY3Y, BY3P, BY30 Approved by:
Tax Map: 33.01,33.02
Lot #: N/A
Block #: N/A
Date:
Construction
Order #:
CAPE MAY COUNTY, NEW JERSEY MAXIMO No. 2719521
BAYVIEW DRIVE
PRESCOTT AVENUE TO SEAVIEW AVENUE Job No. SJGR17-M007
UPPER TOWNSHIP
OVERALL DESIGN
Sheet: 1 of 1
YER AVE
VENDE
--- Document: Tuckahoe Road Natural Gas Expansion complete ---
FOR IMMEDIATE RELEASE
REVISED: South Jersey Gas to Begin Construction on Tuckahoe Road,
Upper Township
Plans in place to ensure safety and limit disruption
FOLSOM, NJ, August 10, 2016 – South Jersey Gas will begin the installation of a new natural
gas main to approximately 80 homes along Tuckahoe Road in Upper Township, Cape May
County, NJ on Monday, August 22, weather permitting. The work is expected to be completed
by the end of September.
Installation of the main is due to natural gas’ growing popularity. Natural gas is a proven cost-
effective, reliable and safe household energy resource.
Underground installation of 2″ and 4″ yellow plastic natural gas mains will take place along
Tuckahoe Road, Church Road, and neighboring streets from Roosevelt Boulevard to west of
Church Road. Work on Church Road will be completed first, with a detour in effect for one (1)
week, followed by side streets. In other areas, there will be lane closures with appropriate traffic
control personnel directing motorists and pedestrians around all work. The installation work will
take place Mondays through Thursdays, between 7 a.m. and 5:30 p.m.
At intervals along affected streets, excavations will be required to run the new pipe from the
existing gas main to private property for all service lines being installed. Once the service line
work to all of the homes is completed, final restoration will be scheduled for the properties. This
last step will repair grass areas and any earlier temporary patching of concrete or asphalt
openings.
South Jersey Gas, along with all prequalified contractors working on this project, will take every
measure possible to ensure public safety while we complete this work.
If residents have questions or would like more information about this project, please contact the
South Jersey Gas Cape May Division at 609-465-2900 and reference the Tuckahoe Road Natural
Gas Expansion Project.
If residents currently not using natural gas are interested in switching, please apply online at
www.southjerseygas.com/apply, or call 1-800-822-9276.
ABOUT SOUTH JERSEY GAS
South Jersey Gas, subsidiary of energy services holding company South Jersey Industries, Inc.
(NYSE:SJI), delivers clean, efficient natural gas and promotes energy efficiency to
approximately 375,000 residential, commercial and industrial customers in Atlantic, Cape May,
Cumberland, Salem, and significant portions of Gloucester, Burlington and Camden counties in
New Jersey. Visit www.southjerseygas.com to learn more about South Jersey Gas and its
programs.
Telephone: 609-561-9000
Contact: Barbara Del Duke, x4108 or bdelduke@sjindustries.com
# # #
--- Document: Bayview Boat Ramp Project project complete ---
CONTRACT DOCUMENTS
FOR
RECONSTRUCTION OF BAYVIEW BOAT RAMP
BAYVIEW DR.
TOWNSHIP OF UPPER
CAPE MAY COUNTY – NEW JERSEY
June 16, 2016
TOWNSHIP OF UPPER
CAPE MAY COUNTY
NEW JERSEY
NOTICE TO BIDDERS
Sealed Bids for the RECONSTRUCTION OF BAYVIEW BOAT RAMP, Upper Township, Cape
May County, New Jersey, will be received by the Upper Township Committee at the Upper
Township Municipal Building, Tuckahoe Road, Petersburg, New Jersey, on Thursday, July 14,
2016 at 1:00 PM, Prevailing Time, and then opened and read aloud at said Municipal Building.
The Information for Bidders, Form of Bid, Form of Contract, Plans and Specification prepared by
Paul E. Dietrich, Township Engineer, has been filed in the office of said engineer at Township
Hall, Petersburg, New Jersey and may be examined by prospective bidders during business hours.
Copies may be obtained upon request (Paper copy at a cost of $20; Electronic copy at no charge)
from the Upper Township Clerk’s Office, Physical Address: 2100 Tuckahoe Road, Petersburg, NJ
08270; Mailing Adddress: PO Box 205, Tuckahoe, NJ 08250-0205, or 609-628-2011 ext. 200 or
clerk@uppertownship.com.
The Township Committee of the Township of Upper reserves the right to waive any informalities
in or to reject any or all bids.
The bids must be submitted prior to the time designated above for receipt and opening bids, and
may be submitted either by mail or in person by the bidder or his agent. No bids will be received
after the time designated above for their receipt.
Each bidder must deposit with his bid a certified check, cashier’s check, or bid bond in the amount
of not less than ten (10) percent of the total lump sum bid but not in excess of $20,000.00, and a
certified statement from a bonding company guaranteeing the furnishing of a Performance Bond.
Bids must be enclosed in sealed envelopes bearing the name and address of the bidder and marked
“ RECONSTRUCTION OF BAYVIEW BOAT RAMP, Upper Township, Cape May County, New
Jersey” and addressed to the Township Committee, Township of Upper Municipal Building, 2100
Tuckahoe Road, Petersburg, New Jersey, 08270.
The award of the contract shall not be binding upon the Township of Upper until the contract, in
accordance with the Specifications, is actually executed by the successful bidder and the Township
Committee and the New Jersey Department of Transportation.
Bidders are required to comply with the requirements of N.J.S.A. 105-31 (P.L. 1974, C. 127, Law
Against Discrimination Affirmative Action Supplement). Bidders are required to submit a
statement of ownership with the bid, in compliance with N.J.S.A. 52:25-24.2 (P.L. 1977, C. 33).
The Township of Upper reserves the right to award a contract within the funds available.
No Bidder may withdraw his bid within 60 days after the actual date of opening thereof.
By order of the Township Committee.
Barbara L. Young, Township Clerk
A-1
INFORMATION FOR BIDDERS
1.
RECEIPT AND OPENINGS OF BIDS
The Township Committee of the Township of Upper, NJ, (herein called
“Owner”), invites bids of the form attached hereto. Bids will be received by the Owner at
Upper Township Municipal Building, Petersburg, NJ, on Thursday, July 14, 2016 at 1:00
PM Prevailing time, and then at said Municipal Building publicly opened and read aloud.
The envelopes containing the bids must be sealed, addressed to the Township Committee
at 2100 Tuckahoe Road, Petersburg, NJ 08270, and designated as “
RECONSTRUCTION OF BAYVIEW BOAT RAMP”
The Owner may consider informal any bid not prepared or submitted in
accordance with the provisions hereof and may waive any informalities in or reject any or
all bids. Any bid received after the time and date specified shall not be considered. The
award of a contract shall not be binding upon the Township of Upper until the contract, in
accordance with the Specifications, is actually executed by the successful bidder and the
Township of Upper. No bidder may withdraw a bid within 60 days after the actual date
of the opening thereof.
2.
PREPARATION OF PROPOSAL
Proposals must be submitted on the prescribed form. All blank spaces for bid
prices must be filled in, in ink, with the unit price of the item, the extended total, and the
lump sum bid for which the proposal is made.
All bids must be submitted in sealed envelopes bearing on the outside the name of
the bidder, his address, and the name of project for which his bid is submitted.
3.
QUALIFICATION OF BIDDER
The Owner will make such investigations as he deems necessary to determine the
ability of the bidder to perform the work, and the bidder shall furnish to the Owner all
such information and data for his purpose as the Owner may request. The Owner
reserves the right to reject any bid if the evidence submitted by or if an investigation that
the bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the
obligation of the Contract and to complete the work contemplated therein. Conditional
bids will not be accepted.
4.
BID SECURITY
Each bid shall be accompanied by a Bid Bond, Certified Check,
Treasurer's Check or Cashier's Check in the amount of ten percent (10%) of the
total bid (but not in excess of $20,000.00). N.J.S.A. 40A:11-21.
A-2
Such checks or bonds will be returned to all except the three lowest bidders within
10 days after opening of the bids. Within three days after the awarding and signing of the
contract and the approval of the contractor’s performance bond, the bid security of the
remaining unsuccessful bidders shall be returned to them. The bidder shall also furnish a
certified statement from a Bonding Company, acceptable to the Owner, stating that it will
furnish the required Performance Bond for the contractor upon the award of the work.
5.
LIQUIDATED DAMAGES FOR FAILURE TO ENTER INTO CONTRACT
The successful bidder, upon his failure or refusal to execute and deliver the
contract required within eight (8) days after he has received notice of the acceptance of
his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the
security deposited with his bid.
6.
CONDITIONS OF WORK
Each bidder must inform himself fully of the conditions relating to the
construction and labor under which the work will be performed. Failure to do so will not
relieve a successful bidder of his obligation to furnish all labor, materials, and equipment
necessary to carry out the previsions set forth in his bid. Insofar as possible, the
contractor, in the carrying out of his work, must employ such methods or means as will
not cause any interruption of the work.
7.
SECURITY FOR FAITHFUL PERFORMANCE
Each bidder shall include with their bid a certificate from a Surety Company
authorized to transact business in the State of New Jersey, stating that it shall
provide the Contractor with a Performance Bond in the sum required by these
instructions if awarded the contract. N.J.S.A. 40A:11-22.
The Certificate of Surety documents shall include the following information, in
order to be considered complete by the Township.
A Certificate of Surety - from an insurance company authorized to issue
Surety and Performance Bonds in the State of New Jersey. The Certificate
of Surety shall state that upon award of a contract by the Township, that a
Performance Bond shall be issued and supplied to the Township in an
amount equal to one-hundred (100%) percent of the total contract. The
Bond shall be for the faithful performance of the contract and in place for
the total duration of the contract.
A Certificate of Power of Attorney - issued and supplied by an insurance
company. This certificate shall state that the Attorney-In-Fact who is the
signatory on the Certificate of Surety is duly authorized by the insurance
company and it's Board of Directors to sign on their behalf.
A-3
A Financial Statement - issued and supplied by the State of New Jersey's
Department of Insurance. This statement shall include financial
information on the insurance company that is issuing the Certificate of
Surety and the Performance Bond to the Township. The information
provided shall include a listing of the corporate officers, assets, liabilities
and available surplus funds.
A Certificate of Authority - issued and supplied by the State of New Jersey's
Department of Insurance. This form certifies that the insurance company
being utilized for the surety has complied with the laws of the State of
New Jersey and is approved to transact business in the State.
8.
POWER OF ATTORNEY
Attorneys in fact who sign contract bonds must file with each bond a certified
copy of their power of attorney to sign said bonds.
9.
STATE LAWS AND REGULATIONS
The bidder’s attention is directed to the fact that all applicable State and
Municipal Laws, and rules and regulations of all authorities having jurisdiction over
construction work in the locality of the project, shall apply to the contract throughout, and
they are deemed to be included herein the same as though herein written out in full.
10.
LOWEST QUALIFIED BIDDER
Bids will be compared on the basis of Total Lump Sum Bid. In the event there is
a discrepancy between the unit prices and the extended totals, the unit prices govern.
11.
FAILURE TO COMPLETE ON TIME
The Contractor and the Township of Upper recognize that delay in completion of
the Contract will result in damage to the Township in terms of the effect of the delay on
the use of the Project, upon the public convenience and economic development of the
Township, and will also result in additional cost to the Township of engineering,
inspection, and administration of the contract. Because this damage is difficult or
impossible to estimate, the parties agree that if the Contractor fails to complete the
project within the time stated in the Supplementary Specifications, or within such further
time as may have been granted in accordance with the provisions of the Contract, the
Contractor shall pay the Township liquidated damages, in accordance with the following
schedule, in lieu of the above stated actual damage. Such liquidated damages shall be
paid for each and every day, as hereinafter defined that he is in default on time to
complete the work.
A-4
Schedule of Liquidated Damage for Each Day of Overrun in Contract Time
Original Contract Amount
Liquidated Damages
Calendar Day
From More
To and
or Specific
Than
Including
Completion Date
Working Day
$
0
$ 500,000
$300
$420
500,000
1,000,000
400
560
1,000,000
2,000,000
500
700
1,000,000
5,000,000
700
800
The days in default mentioned above shall be the number of calendar days in default
when the time for completion of the Project is specified on the basis of calendar days or a
specified completion date; and shall be the number of working days in default when the
time for completion is specified on the basis of working days; PROVIDED: that the
Owner may accept the work if there has been such a degree of completion as will, in the
Owner’s opinion, make the project reasonably safe, fit, and convenient for the use and
accommodation for which it was intended. In such case, the Contractor will not be
charged with liquidated damages, but the Owner may assess the actual charges caused by
such delay.
12.
OBLIGATION OF BIDDER
At the time of the opening of bids, each bidder will be presumed to have inspected
the site and to have read and to be thoroughly familiar with the Plans and Contract
Documents. The failure or omission of any bidder to receive or examine any form,
instrument or document shall in no way relieve any bidder from any obligation in respect
of his bid.
13.
GUARANTY AGAINST DEFECTIVE WORK
Before final, conditional final, or semifinal payment is made as provided in “Basis
of Payment,” the Contractor shall furnish a surety corporation bond to the Owner in sum
equal to five (5) percent of the contract price. The bond and the Surety Corporation shall
be satisfactory to the Owner. The bond shall remain in full force and effect for a period
of one (1) year from the date of completion of the project as established by the Engineer
and shall provide that the contractor guarantees to replace for said period of one (1) year
all work performed and all materials furnished that were not performed or furnished
according to the terms and performance requirements of the contract, and make good the
defect thereof which have been apparent before the expiration of the said period of one
(1) year.
If, in the judgment of the Engineer, any part of the project need be replaced,
repaired, or made good during the specified guaranty period, for the reasons stated above
or hereinafter set forth in the Specifications, he will so notify the Contractor in writing. If
the Contractor refuses or neglects to start such work within five (5) days from the date of
A-5
service of such notice or at such other time as the Engineer may direct, or if he fails to
complete such work within the time prescribed by the Engineer, then the Owner will have
the work done by others and the cost thereof shall be paid by the Contractor or his Surety.
Before the Surety is released from its bond, the Engineer shall certify in writing that the
foregoing obligations have been duly performed.
14.
PREVAILING WAGE RATES (Pursuant to Chapter 150 of the New Jersey Laws
of 1963)
The latest prevailing wage rates published by the New Jersey State Department of
Labor and Industry which are on file at the office of the Engineer shall be made a part of
every contract for the performances of the described work. Contractors and
subcontractors performing the described work shall post the prevailing wage rates for
each craft and classification involved as herein determined is conclusive for a period of
two (2) years from date of issuance unless superceded within said two (2) year period by
a later determination. Fringe benefits are part of the prevailing wage rate; employers not
paying these benefits to a party designated in a collective bargaining agreement shall pay
the benefits directly to the employee on each pay day.
Each bidder shall read carefully and fully the said published wage rates and shall
predicate his bid on the said rates as minimum requirements. Submission of a bid shall
imply that the bidder has carefully inspected all said wage rates, that the bidder is
thoroughly familiar with all provisions of the “Prevailing Wage Act,” and that should be
awarded a contract he will fully and faithfully comply with all provisions of the
“Prevailing Wage Act.” Copies of the latest published prevailing wage rates may be
obtained upon application to Wage and Hour Bureau, NJ State Department of Labor and
Industry, CN 389, Trenton, NJ 08625-0389. The General Contractor shall be designated
as the Owner’s representative with regard to all safety inspections required by the
Department of Labor and Industry and shall perform all necessary functions for this
purpose. Copy of the Prevailing Wage Rates for this project are on file in the Upper
Township Clerk's Office at 2100 Tuckahoe Road, Petersburg, New Jersey and is
available upon request.
In the event it is found that any workman employed by the Contractor or any
subcontractor covered by said contract is paid less than required wage rates, the Owner
may terminate the contractor’s right to proceed with the work or such part of the work as
to which there has been a failure to pay required wages and to prosecute the work to
completion or otherwise. The Contractor and his sureties shall be liable to the Owner for
any excess costs occasioned thereby.
15.
TIME OF COMPLETION
The Contractor shall complete all work on the project except for the living
shoreline planting before January 6, 2017 and the living shoreline planting shall be
completed by May 15, 2017.
A-6
16.
NONDISCRIMINATION REQUIREMENTS
During the performance of this contract, the Contractor agrees as follows:
a.
The Contractor or subcontractor, where applicable, will not discriminate against
any employee or applicant for employment because of age, race, creed, color, national
origin, ancestry, marital status, or sex. The contractor will take affirmative action to
ensure that such applicants are recruited and employed, and that employees are treated
during employment, without regard to their age, race, creed, color, national origin,
ancestry marital status, or sex. Such action shall include, but not be limited to the
following: employment, upgrading, demotion, or transfer; recruitment or recruitment
advertising; layoff or termination; rates of pay or other forms of compensation; and
selection for training, including apprenticeship. The Contractor agrees to post in
conspicuous places, available to employees and applicants for employment, notices to be
provided by the Public Agency Compliance Office setting forth provisions of this
nondiscrimination clause;
The Contractor or subcontractor, where applicable will, in all solicitations or
advertisements for employees placed by or on behalf of the contractor, state that all
qualified applicants will receive consideration for employment without regard to their
age, race, creed, color, national origin, ancestry marital status, or sex;
The Contractor or subcontractor, where applicable, will send to each labor union
or representative of workers with which it has a collective bargaining agreement or other
contract or understanding, a notice, to be provided by the agency contracting officer
advising the labor union or workers’ representative of the Contractor’s commitments
under this act and shall post copies of the notice is conspicuous places available to
employees and applicants for employment;
The Contractor or subcontractor, where applicable, agrees to comply with any
regulations promulgated by the Treasurer pursuant to P.L. 1975, c.127, as amended and
supplemented form time to time.
b.
When hiring workers in each construction trade, the Contractor or subcontractor
agrees to attempt in good faith to employ minority and female workers in each
construction trade consistent with the applicable employment goal prescribed by N.J.A.C.
17:27-7.3; provided, however, that the Affirmative Action Office may, in its discretion,
exempt a contractor or subcontractor from compliance with the good faith procedures
prescribed by 1, 2, and 3 below, as long as the Affirmative Action Office is satisfied that
the contractor is employing workers provided by a union which provides evidence, in
accordance with standards prescribed by the Affirmative Action Office, that its
percentage of active “card carrying” members who are minority and female workers is
equal to or greater than the applicable employment goal prescribed by N.J.A.C. 17:27-
7.3, promulgated by the Treasurer pursuant to P.L. 1975, c.127, as amended and
supplemented from time to time. The contractor or subcontractor agrees that a good faith
effort shall include compliance with the following procedures:
A-7
1. If the Contractor or subcontractor has a referral agreement or arrangement
with a union for a construction trade, the contractor or subcontractor shall, within three
days of the contract award, seek assurances from the union that it will cooperate with the
contractor or subcontractor as it fulfills its affirmative action obligations under this
contract and in accordance with the rules promulgated by the Treasurer pursuant to P.L.
1975, c.127, as supplemented and amended from time to time. If the contractor or
subcontractor is unable to obtain said assurances from the construction trade union at
least five days prior to the commencement of construction work, the contractor or
subcontractor agrees to attempt to hire minority and female workers directly, consistent
with the applicable employment experience with a construction trade union, regardless of
whether the union has provided said assurances, indicates a significant possibility the
trade union will not refer sufficient minority and female workers consistent with the
applicable employment goal, the contractor or subcontractor agrees to be prepared to hire
minority and female workers directly, consistent with the applicable employment goal, by
complying with the hiring procedures prescribed under (c) below; and the contractor or
subcontractor further agrees to take said action immediately if it determines or is so
notified by the Affirmative Action Office that the union is not referring minority and
female workers consistent with the applicable employment goal.
c.
If the hiring of a workforce consistent with the employment goal has not or cannot
be achieved for each construction trade by adhering to the procedures of (b) above, or if
the contractor does not have a referral agreement or arrangement with a union for a
construction trade, the contractor or subcontractor agrees to take the following actions
consistent with the applicable County employment goals:
1. To notify the Public Agency Compliance Officer, Affirmative Action Office,
and at least one approved minority referral organization of its manpower needs, and
request referral of minority and female workers;
2. To notify any minority and female workers who have been listed with it as
awaiting available vacancies;
3. Prior to commencement of work, to request the local construction trade union,
if the contractor or subcontractor has a referral agreement or arrangement with a union
for the construction trade, to refer minority and female workers to fill job openings;
4. To leave standing requests for additional referral to minority and female
workers with the local construction trade union, if the contractor or subcontractor has a
referral trade, the State training and employment service and other approved referral
sources in the area until such time as the workforce is consistent with the employment
goal;
5. If it is necessary to layoff some of the workers in a given trade on the
construction site, to assure, consistent with the applicable State and Federal statutes and
court decisions, that sufficient minority and female employees remain on the site
consistent with employment goal; and to employ any minority and female workers so laid
A-8
off by the contractor or any other construction site in the area on which its workforce
composition is not consistent with an employment goal established pursuant to rules
implementing P.L. 1975, c.127;
6. To adhere to the following procedure when minority and female workers
apply or are referred to the contractor or subcontractor:
i.
If said individuals have never previously received any document or
certification signifying a level of qualification lower than that required, the contractor or
subcontractor shall determine the qualifications of such individuals and if the contractor’s
or subcontractor’s workforce in each construction trade is not consistent with the
applicable employment goal, it shall employ such persons which satisfy appropriate
qualification standards; provided however, that contractor or subcontractor shall
determine that the individual at least possesses the skills and experience recognized by
any worker made by a Public Agency Compliance Officer, union, apprentice program, or
a referral agency, provided the referral agency is acceptable to the Affirmative Action
Office and provided further, that, if necessary, the contractor or subcontractor shall hire
minority and female workers who qualify as trainees pursuant to these rules. All of these
requirements, however, are limited by the provisions of (d) below.
ii.
If the contractor’s or subcontractor’s workforce is consistent with the
applicable employment goal, the name of said female or minority group individual shall
be maintained on a waiting list for the first consideration, in the event the contractor’s or
subcontractor’s workforce is no longer consistent with the applicable employment goal.
iii.
If, for any reason, said contractor or subcontractor determines that a
minority individual or a female is not qualified or if the individual qualifies as an
advanced trainee or apprentice, the contractor or subcontractor shall inform the individual
in writing with the reasons for the determination, maintain a copy in its files, and send a
copy to the Public Agency Compliance Officer and to the Affirmative Action Office.
7. To keep a complete and accurate record of all requests made for the referral of
workers in any trade covered by the contract, on forms made available by the Affirmative
Action Office and submitted promptly to that office upon request.
d.
The Contractor or subcontractor agrees that nothing contained in (c) above shall
preclude the Contractor or subcontractor from complying with the hiring hall or
apprenticeship provisions in any applicable collective bargaining agreement or hiring hall
agreement, and where required by custom or agreement, it shall send journeymen and
trainees to the union for referral, or to the apprenticeship program for admission, pursuant
to such agreement or arrangement: provided, however, that where the practices of a
union or apprenticeship program will result in the exclusion of minorities and females or
the failure to refer minorities and females consistent with the County employment goal,
the contractor or subcontractor shall consider for employment persons referred pursuant
to (c) above without regard to such agreement or arrangement: provided further, however,
that the contractor or subcontractor shall not be required to employ female and minority
advanced trainees and trainees in numbers which result in the employment of advanced
A-9
trainees and trainees as a percentage of the total workforce for the construction worker
ration specified in the applicable collective bargaining agreement, or in the absence of a
collective bargaining agreement, exceeds the ration established by practice in the area for
said construction trade. Also, the contractor or subcontractor agrees that, in
implementing the procedures of (c) above, it shall, where applicable, employ minority
and female workers residing within the geographical jurisdiction of the union.
e.
The contractor agrees; to complete an Initial Project Manning Report on forms
provided by the Affirmative Action Office or in the form prescribed by the Affirmative
Action Office and submit a copy of said form no later than three days after signing a
construction contract; provided, however, that the public agency may extend in a
particular case the allowable time for submitting the form to no more than 14 days; and to
submit a copy of the Monthly Project Manning Report once a month thereafter for the
duration of this contract to the Affirmative Action Office and to the Public Agency
Compliance Officer. The contractor agrees to cooperate with the public agency in the
payment of budgeted funds, as in necessary for on-the-job and off-the-job programs for
outreach and training of minority and female trainees employed on the construction
projects.
f.
The contractor and its subcontractors shall furnish such reports or other
documents to the Affirmative Action Office as may be requested by the office from time
to time in order to carry out the purpose of these regulations, and public agencies shall
furnish such information as may be requested by the Affirmative Action Office for
conducting a compliance investigation pursuant to Subchapter 10 of the Administrative
Code (NJAC 17:27).
17.
ADDENDA/CHANGES IN PLANS OR SPECIFICATIONS
a.
During the time frame that this project is being advertised for bids, all
changes and/or modifications in the plans, specifications or contract
conditions shall be communicated to all prospective bidders, in the form of
a written addenda, by email, telefax or certified mail, so as to insure that
the bidder shall have all of the available information prior to the receipt of
the bids by the Township, and legally advertised as required by Local
Public Contracts Law, N.J. 40A:11-23.
b.
All addenda duly issued as set forth above shall become part of the final
contract documents. Failure of any bidder to receive such addenda shall
not relieve them from any obligation under their bid as submitted and
received.
c.
Receipt of amendments/addendum by the bidders shall be acknowledged
prior to the bid opening. Addendum received prior to bid submittal should
be acknowledged in the appropriate space on the bid document.
Addendum received after bid submittal shall be acknowledged by written
letter, email, telefax and/or telegram.
Whenever reference to Title 27 is made, it is construed to mean Title 40.
GC-1
GENERAL CONDITIONS
1.
ENGINEER
In the performance of the work, the Owner shall be represented by Paul E.
Dietrich, Township Engineer, (herein called the “Engineer”) or by any other person
designated by the Owner to perform the duties of the Engineer.
2.
STANDARD SPECIFICATIONS
The Standard Specifications are the New Jersey Department of Transportation
Standard Specification for Road and Bridge Construction, 2007, and shall utilize NJDOT
Standard Roadway Construction/ Traffic Control/ Bridge Construction Details, 2007, or
most current version and such Standard Specifications and Construction Plan, prepared
by Paul Dietrich, Municipal Engineer, dated June 7, 2016 and Permit Plan, prepared by
Paul Dietrich, Municipal Engineer November 3, 2015 revised February 11, 2016 as added
to and amended herein shall become a part of the contract and govern the execution of the
project named herein.
3.
EXTENSION OF TIME
If the Contractor shall be delayed in the completion of his work by reason of
unforeseeable causes beyond his control and without his fault or negligence, including
but not restricted to acts of God or the public enemy, acts of neglect of the Owner, fires,
floods, epidemics, quarantine, restrictions, strikes, riots or civil commotion, the period
herein above specified for completion of his work shall be extended by such time as shall
be fixed by the Owner. Any extension of time shall be for reasons set forth in Section
108.11 of the Standard Specifications.
4.
BASIS OF PAYMENT
The Township Committee meets regularly on the second and fourth Monday of
each month. At the regular meeting of the Township Committee of the Township of
Upper, the Owner will make partial payment to the Contractor on the basis of a duly
certified and approved estimate of the work performed during the period ending on the
last day of the month previous to said regular meeting, but to insure the proper
performance of this contract, the Owner will retain ten (10) percent of the amount of each
estimate up to $100,000.00 and then two (2) percent until final completion and
acceptance of all work covered by this contract.
Payment for a pay item in the proposal includes all the compensation that will be
made for the work of that item as described in the contract documents unless the "basis of
payment" clause provides that certain work essential to that item will be paid for under
another pay item.
Such contractors’ approved estimate shall be deemed “approved” 20 days after
the Township Committee meeting following receipt of the bill unless the Township
provides, before the end of the 20 day period, a written statement of the amount withheld
GC-2
and the reason for withholding payment. If the estimate is approved, payment must be
made to the contractor in the payment cycle following the meeting. Meeting would also
include any work session.
5.
CONTRACTOR’S RESPONSIBILITY FOR WORK
Until acceptance of the work by the Owner, it shall be under the care and charge
of the Contractor, and he shall take every necessary precaution against injury or damage
to any part hereof by action of elements or from any other cause whatsoever, whether
arising from the execution or non-execution of the work. The Contractor shall rebuild,
repair, restore and make good, at his own expense, all injuries or damages to any portion
of the work occasioned by any of the above causes before its completion and acceptance.
6.
CONTRACTOR’S AND SUBCONTRACTOR’S INSURANCE
The Contractor and each and every one of his Subcontractors shall provide the
Township of Upper with certificates of insurance before the contracts are signed by the
Township. All contractors and subcontractors shall carry the following:
a.
Worker’s Compensation and Employer’s Liability Insurance – covering all of the
Employer’s employees directly or indirectly engaged in the performance of this
Contract. This insurance shall comply with the statutory requirements of the State
or States involved and shall have an Employer’s Liability Insurance limit of not
less than $500,000.
b.
Comprehensive General Liability Insurance Including Contractor’s Protective,
Completed Operations and Contractual Liability Insurance – with minimum limits
of not less than $500,000 any one person and $1,000,000 any one occurrence and
$1,000,000 aggregate for property damage. The property Damage Liability
Endorsement as well as coverage for explosion, collapse, and underground (XCU)
hazards. All liability coverage shall be on the occurrence basis.
c.
Contractual Liability Insurance – must be included in the Comprehensive General
Liability Insurance described in subparagraph b. above specifically insuring the
Indemnification Clause specified hereinafter.
d.
Policy Limits – specified above are minimum, and wherever the law requires
higher limits shall govern.
e.
Certificates of Insurance for items listed above must be filed with the Engineer
and Owner before the Contract is signed. The Comprehensive General Liability
certificate must specifically state that Standard Contractual Liability Insurance is
in force insuring the Indemnification Clause and Indemnification Clause must be
typed on the certificate. All certificates must provide for 15 days prior written
notice to the Owner of policy cancellation or material change.
f.
Copies of the Insurance Policies must be filed with the Owner before any work is
started by the Contractor.
GC-3
g.
Policies shall Remain in Force until all work has been completed and until all
retained percentages and maintenance bonds have been released.
h.
Subcontractors shall be required by the Contractor to provide the same type of
insurance with the same limits. The Contractor shall not allow any subcontractor
to commence work until all similar insurance required of the subcontractor has
been so obtained and approved. Approval of the insurance by the Owner shall not
relieve or decrease the liability of the contractor hereunder. Certificates and
policies of insurance covering each subcontractor shall also be filed with the
Engineer and Owner before any work is begun by the subcontractor.
i.
Indemnification Clause: “Except as otherwise provided by applicable law, the
Contractor shall indemnify and save and hold harmless the Township of Upper,
its officers, employees and agents, each of them and all owners of property on
which work is being performed hereunder pursuant to easement or right-of-way
agreements, harmless from and against any damage, liability, loss, cost of claim
arising out of, resulting from or related to, the performance of the work provided
for in this agreement, and from all claims arising out of all actions, in action,
negligence or any other activity perpetrated by or on the behalf of all
subcontractors: their employees, agents or designates.”
These certificates shall be furnished at the time the Contractor delivers the
contracts to the Township for execution by the Township Committee. All
subcontractors shall furnish their Certificates of Insurance prior to beginning work
on any portion of the Project.
j.
Additional Insured: All insurance shall name the Township of Upper, including
all elected and appointed officials, all employees and volunteers, all boards,
commissions and/or authorities and their board members, employees and
volunteers as additional insured’s.
7.
MAINTAINING AND PROTECTING TRAFFIC
The Contractor will be required to conduct the work of this Contract in such a
manner as to cause the least possible interference with the traveling public on the streets
affected and on adjacent streets.
At all time when traffic is blocked at any point, barricades and lights shall be
placed at all adjacent street intersections. When vehicular or pedestrian traffic, or both,
are to be maintained over existing highways with the scope of the Project, the Contractor
shall plan and carry out his work to provide for the safe and convenient passage of such
traffic.
When the construction involves improvement of an existing road, the road shall
be kept open to traffic unless otherwise shown on the Plans or approved by the Engineer.
GC-4
The Contractor shall keep the portion of the Project which is open to traffic in
such condition that traffic will be adequately accommodated. The Contractor shall
provide and maintain in a safe condition temporary approaches or crossings and
intersections, and access to trails, roads, streets, businesses, parking lots, residences,
garages, and farms. The Contractor shall notify the owners of adjoining properties at
least 24 hours prior to the time he proposes to begin any work which will interfere with
their normal passage.
Equipment or machinery having crawler tracks or other treads that mar or damage
pavement shall not move over or operate on newly constructed or existing pavements
unless precautions are taken to prevent damage to the pavements.
Any damage to newly constructed or existing pavements within the limits of the
Project or adjacent thereto, which in the opinion of the Engineer was caused by the
Contractor’s operations shall be repaired by the Contractor as directed by the Engineer at
the Contractor’s expense or the repairs will be made by others and the cost of such repairs
will be deducted from monies due the contractor.
Any restriction of required traffic lane widths or diversion of traffic at any time
shall be subject to the approval of the Engineer.
Except as necessary during actual working hours, and then only with the specific
approval of the Engineer, the contractor shall not occupy with his equipment, materials,
or personnel, any roadway or sidewalk area within or adjacent to the Project that is open
to traffic.
Work, which closes or alters the use of existing roads and streets shall not be
undertaken until adequate temporary or permanent provisions for traffic have been
approved by the Engineer.
8.
FINAL CLEAN UP
Before final inspection and acceptance of the Project, any borrow and local
material sources and all areas occupied by the contractor in connection with the work
shall be cleaned of all rubbish, excess materials, temporary structures and equipment, and
all parts of the work shall be left in an acceptable condition.
Payment for final cleaning up shall be included in the price bid for the various
scheduled items of work.
9.
LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
Legal Jurisdiction
The Contract shall be construed and shall be governed in accordance with the
Constitution and laws of the State of New Jersey.
Discrimination in Employment on Public Works
GC-5
Pursuant to NJSA 10:2-1, the Contractor agrees that:
(a)
In the hiring of persons for the performance of work under this Contract or
any subcontract hereunder, or for the procurement, manufacture, assembling of
furnishing of any such materials, equipment, supplies, or services to be acquired under
this Contract, no Contractor, nor any person acting on behalf of such Contractor or
Subcontractor, shall, by reason of race, creed, color, national origin, ancestry, marital
status, or sex, discriminate against any person who is qualified and available to perform
the work to which the employment relates:
(b)
No Contractor, Subcontractor, nor any person on his behalf shall, in any
manner, discriminate against or intimidate any employee engaged in the performance of
work under this contract or any subcontract hereunder, or engage in the procurement,
manufacture, assembling or furnishing of any such materials, equipment, supplies or
services to be acquired under such Contract, on account of race, creed, color, national
origin, ancestry marital status, or sex:
(c)
There may be deducted from the amount payable to the Contractor by the
Township, under this Contract, a penalty of $50.00 for each person for each calendar day
during which such person is discriminated against or intimidated in violation of
provisions of the contract; and
(d)
This contract may be canceled or terminated by the Township, and all
money due hereunder may be forfeited, for any violation of this Subsection of the
Contract occurring after notice of the Contractor from the Township of any prior
violation of this Subsection of the Contract.
It is the public policy of the State of New Jersey and of the United States that no
individual, group, firm or corporation working on or seeking to work on a public works
project should be discriminated against on the basis of age, race, creed, color, national
origin, ancestry marital status, or sex. To this end, affirmative action and minority
business enterprise regulations and requirements applicable to this Contract are contained
the Supplementary Specifications for this Project. Any conflicts between these
regulations and requirements and the other provisions of the Contract Documents shall be
resolved by the Engineer to further the above stated public policy.
Sanitary, Health, and Safety Provisions
The Contractor shall provide and maintain in a neat, sanitary condition such
accommodations for the use of his employees and as may be necessary to comply with
the requirements of the State and local health departments, or of other bodies or tribunals
having jurisdiction.
Attention is directed to Federal, State, and local laws, rules and regulations
concerning construction safety and health standards. The contractor shall not require any
worker to work in surroundings or under conditions, which are unsanitary, hazardous or
dangerous to his health or safety.
The Contractor shall submit copies of all pertinent MSDS sheets for materials
utilized during construction prior to the start of construction.
Public Convenience and Safety
GC-6
In carrying out any of the provisions of the Contract, or in exercising any power
or authority granted to them by or within the scope of the Contract, there shall be liability
upon the Township of Upper, Township Committee, its Engineer, or their authorized
representatives, either personally or as officials of the Township of Upper, it being
understood that in all such matters they act solely as agents and representatives of the
Township of Upper.
10.
PUBLIC UTILITIES
Cooperation with Utilities
Within the site of the Project there may be public utility structures, and not
withstanding any other clause or clauses of this Contract, the Contractor shall not proceed
with his work until he has made diligent inquiry at the offices of the Engineer, the utility
companies and municipal authorities or other owners to determine their exact location.
The Contractor shall notify, in writing, the utility companies and municipalities or other
owners involved of the nature and scope of the Project and of his operations that may
affect their facilities or property. Two copies of such notices shall be sent to the
Engineer.
Attention of the Contractor is directed to the fact that the approximate locations of
known utility structures and facilities that may be encountered within and adjacent to the
limits of the work are shown on the Plans. The accuracy and completeness of this
information is not guaranteed by the Township, and the Contractor is advised to ascertain
for himself all the facts concerning the location of these utilities.
It shall be the duty and responsibility of the Contractor to determine and locate all
underground utility lines including electric, telephone and television cables, gas mains
and laterals, water mains and laterals, sewer mains and laterals, before undertaking any
excavation in the project area. The Contractor shall notify all utilities concerned prior to
construction so that they may provide representatives at the site of the project.
The Contractor shall conduct his operations in such a manner as to avoid any and
all damage to existing concrete curb, driveway, and sidewalk, and any such damage shall
be repaired by the Contractor at his own expense, to the satisfaction of the Engineer.
The Contractor shall contact NJ One Call either by calling 800-272-1000 or
www/nj1-call.org and provide evidence to the Engineer that each project location has
been assigned a confirmation number.
Any and all public or private utility structures such as sewer mains or laterals,
water mains or laterals, gas mains or laterals, manholes, storm drains or sewers, catch
basins, poles, overhead lines, conduits, cables or appurtenances, shall be fully protected
during the work of this Contract; and damage thereto shall be the full responsibility of the
Contractor as to repairs and replacement to the satisfaction of the utility owner concerned
and to the satisfaction of the Engineer.
GC-7
Public Utilities (Gas – Electric – Telephone – Water)
In the event that any poles, structures, mains, laterals, conduits or street castings
belonging to the South Jersey Gas Company, Atlantic Township Electric Company, or
the Verizon New Jersey, Inc., or New Jersey American Water Company, require a change
of grade or change of location on account of the work of this Contract, it shall be the duty
and responsibility of the Contractor to notify the proper official of the utility concerned in
advance of the time of construction so that the necessary work may be completed without
delay to the progress to this Contract.
11.
CONSTRUCTION LAYOUT
The Contractor shall provide all Work required in connection with the layout for
construction of the Project, using the control points and data furnished by the Engineer.
The Contractor shall furnish all necessary qualified personnel and adequate
equipment to preserve such controls throughout the duration of the Contract and shall
layout therefrom all of the lines and grades necessary for the complete construction of the
Project.
The Contractor shall make all necessary computations to establish the exact
position of all the work from the control points which are shown on the Plans or
furnished by the Engineer. All the work shall be referenced to baselines which the
Contractor shall establish from the control points, reestablish when necessary and
maintain throughout the life of the contract so as not to delay the Engineer from making
necessary preliminary, interim, and final measurements and from checking the
Contractor’s layout if he so desires.
The Contractor shall be responsible for the preservation of all control points
furnished by the Township for his use in staking out the work. If such control points are
damaged, lost, displaced or removed, they shall be reset at no cost to the Township.
The Contractor shall provide and maintain offset stakes from each main roadway
baseline, from each ramp, jug handle, or turnaround baseline and from each local road
baseline, at each station, and outside the limits of grading and construction.
Each stake shall be identified and marked to show the offset distance from the
baseline and the Contractor shall furnish grade sheets showing the cut or full to the
finished profile lines with reference to the offset stakes. Grade sheets for construction of
subbase and underlayer preparation shall also include calculations to establish the typical
cross section from the profile grade stake. The Contractor shall provide adequate and
accurate offset lines during such construction that require occupation of the baseline
points by construction operations.
The Contractor shall be responsible for maintaining the points he has established.
Any error or apparent discrepancies found in the Plans or Specifications shall be called to
the Engineer’s attention in writing for interpretation prior to proceeding with the work.
GC-8
The Contractor shall be responsible for the finished Work conforming to the lines and
grades called for on the Plans, and he shall correct all errors caused by his personnel at no
cost to the State.
Attention is directed to the need for caution in laying out and constructing storm
drains or headwalls to ascertain that these items do not encroach on private property
where easements have not been obtained.
12.
SUPERINTENDENCE BY CONTRACTOR
The Contractor shall designate in writing before starting work, a competent,
English-speaking superintendent capable of reading and thoroughly understanding the
Contract Documents and thoroughly experienced in the type of work being performed.
Said superintendent shall have the authority to represent and act for the Contractor. An
alternate to the Superintendent, with authority equal to his, may also be designated.
Said superintendent or his alternate shall be present at the site of the Project at all
times while work is actually in progress on the Contract irrespective of the amount of
work subcontracted. He shall have full authority to execute orders or directions of the
Engineer, without delay, and to promptly supply such materials, equipment, tools, labor,
and incidentals as may be required. When work is not in progress and during periods
when work is suspended, arrangements acceptable to the Engineer shall be made for any
emergency work which may be required.
Whenever the Contractor or his superintendent is not present on the site or at the
location of any particular part of the work where it may be desired to give direction, the
Engineer may suspend all of the work or the particular work in reference until said
superintendent is present. Such suspension shall not be the basis of any claim against the
Township.
13.
CHANGES IN WORK
No changes in the work covered by the approved contract documents shall be
made without having prior written approval of the Owner. Charges or credits for the
work covered by the approved change shall be determined by one or more, or a
combination of the following methods:
(a)
Unit bid prices previously approved.
(b)
An agreed lump sum.
All other sections of the Standard Specifications shall remain in effect.
GC-9
14.
MUTUAL RESPONSIBILITY OF CONTRACTORS
If, through acts of neglect on the part of the Contractor, any other Contractor or
subcontractor shall suffer loss or damage on work, the Contractor agrees to settle with
such other contractor or subcontractor by agreement or arbitration if such other contractor
or subcontractor will so settle. If such other contractor or subcontractor shall assert any
claim against the Owner on account of any damage alleged to have been sustained, the
Owner shall notify the Contractor, who shall indemnify and save harmless the Owner
against any such claim.
15.
SUBCONTRACTING
(a)
The Contractor may utilize the service of specialty subcontractors on those
parts of the work which, under normal contracting practices, are
performed by specialty subcontractors.
(b)
The Contractor shall not award any work to any subcontractor without
prior written approval of the Owner, which approval will not be given
until the Contractor submits to the Owner a written statement concerning
the proposed award to the subcontractors, which statement will contain
such information as the Owner may require.
(c)
The Contractor shall be as fully responsible to the Owner for the acts and
omissions of his subcontractors, and of persons either directly or indirectly
employed by them, as he is for the acts and omissions of persons directly
employed by him.
(d)
The Contractor shall perform with his own organization contract work
amounting to not less than 50 percent of the total contract price, except
that any Pay Items designated as “Specialty Items” in the Contract
Documents may be performed by subcontractor and the amount of any
such “Specialty Items” so performed may be deducted from the total
contract price before computing the amount of work required to be
performed by the Contractor with his own organization. Where an entire
item is subcontracted, the value of work subcontracted will be based on
the Pay Item bid price. When a portion of an item is subcontracted, the
value of work subcontracted will be based on the estimated percentage of
the Pay Item bid price determined from information submitted by the
Contractor.
(e)
All bids are subject to N.J.S.A. 40A:11-16., which states that in each
bid proposal "the names and addresses of all Subcontractors to whom
the bidder shall subcontract the furnishing of plumbing and gas
fitting, and all kindred work, and electrical work, structural steel and
ornamental iron work, each of which Subcontractors shall be
qualified in accordance with this act."
(f)
When required, failure to supply information in this secion with the
bid proposal shall be grounds for immediate rejection of the bid.
GC-10
17.
COMMENCEMENT OF WORK
Upon execution of the Contract by the Township, a fully executed copy thereof
together with a Notice to Proceed will be forwarded to the Contractor. Receipt of the
executed contract and Notice shall constitute the Contractor’s authority to enter upon the
site of the work, provided the Contractor has, prior thereto, submitted to the Engineer,
and he has accepted, the insurance certificates required under Subsection 6. Construction
operations shall not begin until the Contractor has supplied, and the Engineer has
accepted, the progress schedule, shop drawings and other certifications, forms, schedules
and nay other document required by the Contract Documents prior to the beginning of
construction operations.
Construction operations shall begin within 25 days of the date the Contract is
executed by the Township. Said twenty-fifth day shall be the first day of the Contract
time. Failure of the Contractor to begin construction operations within 25 days for any
reason shall constitute a default for which the Township may take whatever action it
deems appropriate under the Contract.
Contractor shall notify the New Jersey Department of Environmental Protection
and U.S. Army Corps of Engineers, Philadelphia District prior to start of any work in
accordance with the approved permits.
18.
CORRECTION OF WORK
All work, all materials, whether incorporated in the work or not, all processes of
manufacture, and all methods of construction shall be subject to the approval of the
Engineer who shall be final judge of the quality and suitability of the work, materials,
processes of manufacture, and methods of construction for the purposes for which they
are used. Should they fail to meet the Engineer’s approval, they shall be forthwith
reconstructed, made good, replaced and/or corrected, as the case may be, by the
Contractor at his own expense. Rejected material shall immediately be removed from the
site. If, in the opinion of the Engineer it is undesirable to replace any defective or
damaged materials or to reconstruct or correct any portion of the work injured or not
performed in accordance with the Contract Documents, the compensation to be paid to
the Contractor hereunder shall be reduced by such amount as in the judgment of the
Engineer shall be equitable.
19.
WAGE REPORTING REQUIREMENTS
The Contractor shall provide weekly payroll reports to the Township on the forms
to be provided by said Township. These reports shall be duly certified and submitted
within ten days following the payroll period for which they apply. A copy of the
reporting form will be provided to the Contractor at the time a contract is signed by the
Township.
GC-11
20.
PERMITS
Contractor shall comply with all permit conditions from the New Jersey
Department of Environmental Protection and U.S. Army Corps of Engineers,
Philadelphia District as shown on the Permit Plans prepared by Paul Dietrich, Municipal
Engineer dated November 3, 2015 revised February 11, 2016.
BID PACKAGE
B-1
Bid Document Submission Checklist
Township of Upper
Reconstruction Bayview Boat Ramp
Upper Township, Cape May County
A. Failure to submit the following documents are mandatory cause for the bid to be
rejected (N.J.S.A. 40A:11-23.2).
Document
Bidders Initials
Form of Bid (B-2 & 3)
Guarantee/Bid Bond
Certificate from Surety Company
Statement of Coporate Ownership (B-5)
Acknowledgement of receipt of any notice(s) or
Revisions(s) or addenda to this advertisement
NJ Business Registration Form (Prime & Subs)
Failure to submit the following documents may be cause for the bid to be rejected
(N.J.S.A. 40A:11-23.1b).
Document
Bidders Initials
Non-Collusion Affidavit (B-4)
Consent of Surety
A Certificate of Authority from Surety
Affirmative Action Requirements (B-9)
Two (2) copies & 1 Electronic Copy of Bid Package
Disclosure of Investment of Activities in Iran (B-10)
Bid Document Submission Checklist
Public Works Contr. Registration (Prime & Subs)
B. Signature: The undersigned hereby acknowledges and has submitted the above
listed requirements.
Name of Bidder:
By Authorized Representative:
Signature:
Print Name & Title:
Date:
B-2
FORM OF BID
FOR RECONSTRUCTION OF BAYVIEW BOAT RAMP, TOWNSHIP OF UPPER, CAPE
MAY COUNTY, NEW JERSEY.
Pursuant to and in compliance with your Advertisement for Bids and the Information for
Bidders relating hereto, the undersigned offers to furnish all labor, plant, materials, supplies,
equipment and other facilities and things necessary and proper for or incidental to the “
RECONSTRUCTION OF BAYVIEW BOAT RAMP, Township of Upper, Cape May County,
N.J.” as required by and in strict accordance with the applicable provisions of the Specifications
and all addenda issued by the owner and mailed to the undersigned by certified mail with return
receipt requested prior to the date of opening of bids, whether received by the undersigned or
not for the following unit prices.
ITEM
ESTIMATED
UNIT
NO.
DESCRIPTION
UNITS QUANTITY
PRICE
AMOUNT
1
Construction Layout
LS
1
$
$
2
Mobilization
LS
1
$
$
3
Clearing Site
LS
1
$
$
4
Wet Excavation
CY
600
$
$
5
Roadway Excavation
CY
475
$
$
6
Dense Graded Aggregate Base Course, 6"
Thick
SY
1470
$
$
7
HMA 19M64, Base Course 4" Th
Ton
350
$
$
8
HMA 9.5M64, Surface Course, 1 1/2" Th
Ton
140
$
$
9
Inlet, Type E
Unit
3
$
$
10
12" Ductile Iron Pipe
LF
70
$
$
11
8"x16" Concrete Vertical Curb
LF
675
$
$
12
Concrete Sidewalk, 4" Thick
SY
205
$
$
13
Concrete Driveway, 6" Thick
SY
30
$
$
14
Rock Backfill
Ton
200
$
$
15
Concrete Cable Mat
SF
1200
$
$
16
Sand
CY
400
$
$
17
Living Shoreline Plantings
LS
1
$
$
18
Piling
Unit
5
$
$
19
Bulkhead, 10’ Long Sheet
LF
201
$
$
20
Topsoiling
SY
177
$
$
21
Fertilizing & Seeding, Type A-3
SY
177
$
$
22
Fiber Mulching
SY
177
$
$
Total Amount Bid, Items 1 to 22 inclusive…………………………
$
B-3
FORM OF BID (Cont’d)
If written notice of the acceptance of this Bid is mailed, telegraphed or delivered to the
undersigned within thirty (30) days after the date of opening of bids, or any time thereafter
before the bid is withdrawn, the undersigned will within eight (8) days after the date of such
mailing, telegraphing, or delivering of such notice, execute, and deliver a contract in the form of
Contract attached to the information for Bidders.
The undersigned hereby designates as his office to which such notice of acceptance may be
mailed, telegraphed, or delivered.
This bid may be withdrawn at any time prior to the scheduled time for the opening of bids or
any authorized postponement thereof.
DATED
BY
ADDRESS
* Insert Bidder’s name. If a corporation, give State of incorporation using the phrase “a
corporation organized under the laws of
.”
If a partnership, give name of partners, using also the phrase “Co-partners trading and doing
business under the firm name and style
.”
If an individual using a trade name, give individual name, using also the phrase “an individual
doing business under the name and style of
.”
B-4
NON-COLLUSION AFFIDAVIT
STATE OF NEW JERSEY
COUNTY
ss.
I
of
the Township of
in the County of
and the State of
of full age, being duly sworn
according to law on my oath depose and say that:
I am
of the firm of
the bidder making the Proposal for the above named project, and that I executed the said
Proposal with full authority so to do; that the said bidder has not, directly or indirectly, entered
into any agreement, participated in any collusion, or otherwise taken any action in restraint of
free, competitive bidding in connection with the above named project; and that all statements
contained in said Proposal and in this affidavit are true and correct, and made with full
knowledge that the State of New Jersey relies upon the truth of the statements contained in said
Proposal and in the statements contained in this affidavit in awarding the contract for the said
project.
I further warrant that no person or selling agency has been employed or retained to solicit or
secure such contract upon an agreement or understanding for a commission, percentage,
brokerage or contingent fee, except bona fide employees or bona fide established commercial or
selling agencies maintained by
(N.J.S.A. 52:34-15)
Subscribed and sworn to
Before me this
day
Of
2016
Contact Name:
email:
Contact Phone:
Fax:
Company Address:
Federal Tax ID No.:
(above information to be typed)
B-5
STATEMENT OF OWNERSHIP
NO BID WILL BE CONSIDERED UNLESS THIS FORM IS COMPLETED AND IS
SUBMITTED WITH THE BID. THE LAWS OF NEW JERSEY (N.J.S.A. 52:25-24.2)
PROHIBIT THE AWARD OF A CONTRACT IF YOU FAIL TO COMPLY WITH THIS
REQUIREMENTS.
[ ]
CHECK THIS BOX if the bidder is a business owned by one person, and is not a
corporation or partnership. Insert name and address of owner below at (A).
[ ]
CHECK THIS BOX if the bidder is a partnership owned by two or more persons, and is
not a corporation. Insert name and address of each owner of 10% or more interest in the
partnership below at (A), (B), etc.
[ ]
CHECK THIS BOX if the bidder is a corporation. Insert name and address of each
owner of 10% or more of the corporate stock below at (A), (B), etc., and give the state of
incorporation.
PERCENTAGE
OF OWNERSHIP
A.
NAME
ADDRESS
B
NAME
ADDRESS
C
NAME
ADDRESS
D
NAME
ADDRESS
E
NAME
ADDRESS
INCORPORATED IN THE STATE
SIGNED
OF
TITLE
B-6
EQUIPMENT CERTIFICATION
INSTRUCTION FOR COMPLETING THE EQUIPMENT CERTIFICATION
If the Bidder owns, leases, or controls all the necessary equipment required, he shall complete
Part 1. Should the Bidder not own, lease, or control the necessary equipment, he shall provide
documentation of how Bidder will complete the project. This certification must be attached to
and submitted with the Proposal.
Part 1
“This is to certify that I, the Bidder signing the attached Proposal, own, lease or control all the
necessary equipment required to accomplish the work shown and described on the Contract
Drawings and in the Contract Specifications.”
Date
Signature of Owner or Controller
of Equipment
Name of Bidder
Signature of Owner or Controller
of Equipment
List of Equipment
(Attach Additional Sheets as Required)
B-7
STATEMENT OF RESPONSIBILITY
Previous work of similar nature completed within the past five years. (List three)
(Projects performed for government agencies other than in Upper Township)
1.
Town or Utility
Phone No.
Township or Utility Business Address
Type of Work
Contract Price $
Extra Work Required $
Approx. Date of
Approx. Date of
Contract Award
Completion
Name, Address, & Phone No. of Town’s or Utility’s Engineer or Superintendent
2.
Town or Utility
Phone No.
Town or Utility Business Address
Type of Work
Contract Price $
Extra Work Required $
Approx. Date of
Approx. Date of
Contract Award
Completion
Name, Address, & Phone No. of Town’s or Utility’s Engineer or Superintendent
3.
Town or Utility
Phone No.
Town or Utility Business Address
Type of Work
Contract Price $
Extra Work Required $
Approx. Date of
Approx. Date of
Contract Award
Completion
Name, Address, & Phone No. of Town’s or Utility’s Engineer or Superintendent
B-8
List approximate volume of work of similar nature completed within the past five years.
$
List of Equipment required for this job which you now own
General Business References (List two or three)
Name
Occupation
Business Address
Phone No.
A.
B.
C.
Bank Reference
Name
Occupation
Business Address
Phone No.
Number of Permanently Employed Persons in your Organization
It is understood and agreed that the execution of this statement of responsibility is made solely
at the risk, cost, and expense of the marker; is given in consideration of the agreement of the
Township of Upper to make available to the maker the plans and contract documents for
bidding purposes, and no rights, causes or claims at law or inequity shall arise on behalf of the
maker against the township of Upper for any use made thereof by the Township of Upper
including the refusal to the maker of the right to bid on said work.
By
Date
Title
B-9
AFFIRMATIVE ACTION REQUIREMENTS
Construction Contracts
“Bidder is required to comply with the requirements of N.J.S.A. 10:5-31 et. Seq. and N.J.A.C.
17:27.
1. All successful contractor(s) must submit, to the agencies named below, after notification
of award but prior to the singing of the contact an Initial Project Workforce Report
(Forma AA201) for any contract award that meets or exceeds the Township of Upper
bidding threshold.
2. The Successful contractor(s) must submit the appropriate copies of the Initial Project
Workforce Report (Form AA201) to the Division of Contract Compliance and the
appropriate copy to the Township of Upper.
3. The successful contractor(s) must submit a copy of the Monthly Workforce Report
(Form AA202) once a month thereafter for the duration of this contract o the Division
and the Township of Upper’s Compliance Officer.
The undersigned certifies that he/she is answer of this commitment to comply with the
requirements of N.J.A.C. 10:5-31 et. Seq. and N.J.A.C. 17:27 and agrees to furnish the required
forms of evidence.
The undersigned further understands that his/her bid may be rejected as non-responsive if the
requirements of N.J.S.A. 10:5-31 et. Seq. and N.J.A.C. 17:27.
Subscribed and sworn to before me this
Signature
Day of
, 2016
Title
Notary Public of
My Commission expires:
Seal:
B-10
DISCLOSURE OF INVESTMENT ACTIVITIES IN IRAN
Pursuant to Public Law 2012, c. 25, any person or entity that submits a bid or proposal or otherwise proposes to
enter into or renew a contract must complete the certification below to attest, under penalty of perjury, that
the person or entity, or one of the person or entity's parents, subsidiaries, or affiliates, is not identified on a list
created and maintained by the Department of the Treasury as a person or entity engaging in investment
activities in Iran. If the Department of Treasury finds a person or entity to be in violation of the principles which
are the subject of this law, the Department of Treasury shall take action as may be appropriate and provided by
law, rule or contract, including but not limited to, imposing sanctions, seeking compliance, recovering damages,
declaring the party in default and seeking debarment or suspension of the person or entity. You can view this list
on: http://www.state.nj.us/treasury/purchase/pdf/Chapter25List.pdf
I certify, pursuant to Public Law 2012, c. 25, that the person or entity listed below for which I am
authorized to bid:
is not providing goods or services of $20,000,000 or more in the energy sector of Iran, including a person or
entity that provides oil or liquefied natural gas tankers, or products used to construct or maintain pipelines used
to transport oil or liquefied natural gas, for the energy sector of Iran, AND
is not a financial institution that extends $20,000,000 or more in credit to another person or entity, for 45 days or
more, if that person or entity will use the credit to provide goods or services in the energy sector in Iran.
In the event that a person or entity is unable to make the above certification because it or one of its parents,
subsidiaries, or affiliates has engaged in the above-referenced activities, a detailed, accurate and precise
description of the activities must be provided below to the Township of Upper under penalty of perjury.
PLEASE PROVIDE FURTHER INFORMATION RELATED TO INVESTMENT ACTIVITIES IN IRAN
You must provide a detailed, accurate and precise description of the activities of the bidding person/entity, or
one of its parents, subsidiaries or affiliates, engaging in the investment activities in Iran outlined above by
completing the boxes below.
PROVIDE INFORMATION RELATIVE TO THE ABOVE QUESTIONS. PLEASE PROVIDE THOROUGH ANSWERS TO
EACH QUESTION. IF YOU NEED TO MAKE ADDITIONAL ENTRIES, USE ADDITIONAL PAGES
Name:
Relationship to
Bidder/Vendor:
Description of Activities:
Duration of Engagement
Bidder/Vendor
Contact Name:
Contact Phone Number:
Certification: I, being duly sworn upon my oath, hereby represent and state that the foregoing information and
any attachments thereto to the best of my knowledge are true and complete. I attest that I am authorized to
execute this certification on behalf of the below-referenced person or entity. I acknowledge that the Township of
Upper is relying on the information contained herein and thereby acknowledge that I am under a continuing
obligation from the date of this certification through the completion of contracts with the Township to notify the
Township in writing of any changes to the answers of information contained herein. I acknowledge that I am
aware that it is a criminal offense to make a false statement or misrepresentation in this certification, and if I do
so, I recognize that I am subject to criminal prosecution under the law and that it will also constitute a material
breach of my agreements(s) with the Township of Upper and that the Township at its option may declare
contract(s) resulting from this certification void and unenforceable.
Full Name (Print)_______________________________
Signature____________________________________
Title___________________________Date____________________Bidder/Vendor__________________
CONTRACT PACKAGE
C-1
CONTRACT
This agreement made the
day of
in the year of
our Lord
, between the
Township of Upper, Cape May County, New Jersey, party of the first part, and
, and party of the second part.
WITNESSETH, That the said party of the second part, for and in consideration
of the payments hereinafter specified and agreed to be made by the Party of the first part,
hereby covenants and agrees to furnish and deliver all materials, to do and perform all
work and labor required to be furnished and delivered, done and performed in and about
the
In strict conformity with the plans and specifications hereto annexed, and which said
plans and specifications are hereby made part of this agreement as fully and with the
same effect as if the same had been set forth at length in the body of this agreement.
The party of the second part agrees to make payment of all proper charges for
labor and materials required in the aforementioned work, and indemnify and save
harmless the party of the first part, its officers, agents and servants and each and every
one of them, against all damages to which the said party of the first part or any of its
officers, agents or servants may be put, by reason of the injury to the person or property
of others resulting from carelessness in the performance of said work, or through the
negligence of the said party of the second part, or through any improper or defective
machinery, implements or appliances used by the said party of the second part in the
aforesaid work, or through any act or omission on the part of the said party of the seconds
part, or his agent or agents.
In consideration of the premises the party of the first part agrees to pay to the
party of the second part for said work, when completed in accordance with said plans and
specifications, the sum of
Dollars
($
), payments to be made as provided in said specifications upon
presentation of the proper certificates of the Engineer and upon the terms set forth in the
annexed specifications.
This contract is to be binding upon the party of the first part, its successors or
assigns, and upon the party of the second part.
C-2
IN WITNESS WHEREOF, the said party of the first part has caused this
instrument to be signed by its Presiding Officer, attested by its Secretary, and its
corporate seal to be hereto affixed, pursuant to a resolution of said party of the first part
passed for the purpose, and the said part of the second part has set hand and seal the day
and the year first above written.
Richard Palombo, Mayor
(SEAL)
Attest:
Barbara L. Young
Township Clerk
Signed, sealed, and delivered in the
Presence of
Contractor
C-3
PERFORMANCE AND
LABOR AND MATERIAL PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
of
,
a corporation of the State of
as Obligee, in the
penal sum of
dollars
($
) for the payment of which, well and truly to be made administrators,
successors, and assigns.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the above
named Principal did on the
day of
, 2016 ,
enter into contract with Obligee for
which contract is made part of this bond the same as though set forth herein:
NOW, if the said principal shall well and faithfully do and perform the things
agreed by the said principal to be done and performed according to the terms of said
contract, and shall pay all lawful claims of subcontractors, materialmen, laborers,
persons, firms or corporations of the labor performed or materials, provisions, provender
or other supplies or teams, fuel, oils, implements or machinery furnished, used or
consumed in the carrying forward, performing or completing of said contract, we
agreement and assenting that this undertaking shall be for the benefit of any
subcontractor, materialman, laborer, person, firm or corporation having a just claim, as
well as for the Obligee herein; then this obligation shall be void; otherwise the same shall
remain in full force and effect; it being expressly understood and agreed that the liability
of the Surety for any and all claims hereunder shall in no event exceed the penal amount
of this obligation as herein stated.
The Surety hereby stipulates and agrees that no modifications, omissions or
additions in or to the terms of the said Contract or in or to the specifications therefore
shall in any wise affect the obligation of said Surety on its bond.
The bond is given in compliance with the requirements of the statutes of the State
of New Jersey in respect to bonds of contractors on public works, Revised Statutes of the
State of New Jersey, N.J.S.A. 2A:44-143 to 2A:44-147, both inclusive, and liability
hereunder is limited as in said statutes provided.
C-4
Signed, sealed and dated this
day of
, 2016.
PRINCIPAL
WITNESS
TITLE
(Seal)
SURETY
(Seal)
WITNESS
TITLE
Supplementary Specifications
T-1
401.03.03
HMA Courses
This Subsection is replaced by the following:
H.
Air Void Requirements.
Pavement lots are defined as approximately 15,000 square yards of pavement in Surface area. If
pavement lot area is less than 5000 square yards, the Regional District Local Aid Office may waive
the air voids requirements.
The RE will designate an independent testing agency (Laboratory) to perform the quality
assurance sampling, testing and analysis. The Laboratory is required to be accredited by the
AASHTO Accreditation Program (www.amrl.net). The Laboratory’s accreditation must include
AASHTO T 166 and AASHTO T 209.
The Laboratory Technician who performs the quality assurance sampling shall be certified by the
Society of Asphalt Technologists of New Jersey as an Asphalt Plant Technologist, Level 1.
The Laboratory will determine air voids from 5 (Five) 6 inch diameter cores taken from each lot in
random locations within the traveled way and at least one core in each travel lane. The
Laboratory will determine air voids of cores from the values for the maximum specific gravity of
the mix and the bulk specific gravity of the core. The Laboratory will determine the maximum
specific gravity of the mix according to NJDOT B-3 and AASHTO T 209, except that minimum
sample size may be waived in order to use a 6-inch diameter core sample. The Laboratory will
determine the bulk specific gravity of the compacted mixture by testing each core according to
AASHTO T 166.
The Laboratory will calculate the in-place air voids of each completed lot outside
the acceptable range of 2 percent air voids to 8 percent air voids.
The RE will assess a reduction in lot due to nonconformance to air voids
according to the Table 401.03.03-3.
Table 401.03.03-3 Reduction for Nonconformance to Air Voids Requirements
Lot Average Air Void Value
(Five Samples)
Reduction Per Lot
(Percent of Lot)
0.0 to 1.9
10
2.0 to 8.0
0
8.1 to 9.0
5
9.1 to 10.0
15
10.1 to 12.0
30
Over 12.0
Remove & Replace
If the average air voids for the lot is greater than 12.0 percent, remove and replace the lot. The
replacement work is subject to the same requirements as the initial work.
401.03.03
I THICKNESS REQUIREMENTS
THIS SUBSECTION IS REPLACED BY THE FOLLOWING:
T-2
I.
Thickness Requirements.
Thickness requirements will apply when full-depth, uniform-thickness HMA
pavement construction is shown.
Pavement lots are defined as approximately 15,000 square yards of pavement area. The
Engineer will not include areas consisting of different HMA mixtures or thicknesses in the same
lot. If thickness lot area is less than 5000 square yards, the Regional District Local Aid Office may
waive the thickness requirements.
The RE will designate an independent testing agency (Laboratory) to perform the quality
assurance sampling, testing and analysis. The Laboratory is required to be accredited by the
AASHTO Accreditation Program (www.amrl.net). The Laboratory’s accreditation must include
AASHTO T 166 and AASHTO T 209.
The Laboratory Technician who performs the quality assurance sampling shall be certified by the
Society of Asphalt Technologists of New Jersey as an Asphalt Plant Technologist, Level 1.
The Laboratory will test for thickness using the full-depth cores taken for surface
course air voids, evaluated according to NJDOT B-4. The Laboratory will base
acceptance on total thickness and thickness of the surface course.
1.
Total Thickness. The Laboratory will calculate the percent defective (PD) as the percentage of
the lot that is less than the design thickness. The Department will base total thickness
acceptance on the percentage of the lot estimated to fall below the specified thickness as
follows:
a.
Sample Mean ( X ) and Standard Deviation (S) of the N Test Results (X1, X2,..., XN).
(
)
(
)
(
)
1
...
2
2
2
2
1
−
−
+
+
−
+
−
=
N
X
X
X
X
X
X
S
N
b.
Quality Index (QI).
QL = ( X − Tdes)/S, and Tdes is the design thickness.
c.
Percent Defective (PD). Using NJDOT ST for the appropriate sample size, determine the
percentage of material (PD) falling below the design thickness associated with QL (lower
limit).
d.
Reduction in Payment. The Department will determine the reduction in payment based
on the quantity of the surface course multiplied by the percent reduction in payment
from Table 401.03.03-5.
Table 401.03.03-5 Reduction in Payment for Nonconformance to Requirements for Total
Thickness
Percent Defective
Percent Reduction
0 to 25.0
0
25.1 to 30.0
2
30.1 to 35.0
5
35.1 to 40.0
10
40.1 to 45.0
20
(
)
N
X
X
X
X
N
+
+
+
=
...
2
1
T-3
Over 45.0
Remove & Replace
e.
Removal and Replacement. If the lot PD ≥ 45, remove and replace, or mill and overlay,
the lot. The replacement work is subject to the same requirements as the initial work.
2.
Surface Course Thickness. The Laboratory will evaluate the surface course solely to determine
whether a remove-and-replace or an overlay condition exists, not for pay adjustment. The
Laboratory will calculate the percent defective (PD) as the percentage of the lot that is less than
the allowable thickness for the nominal maximum aggregate used in the surface course. The
Laboratory will accept pavement lots with PD ≤ 25 and will reject pavement lots with PD > 25.
The Laboratory will base surface thickness acceptance on the percentage of the lot estimated
to fall below the allowable thickness as follows:
a.
Sample Mean ( X ) and Standard Deviation (S) of the N Test Results (X1, X2,..., XN).
Calculate using the formula as specified in 401.03.03.I.1.
b.
Quality Index (Q).
QL = ( X – Tall)/S, where Tall is the minimum allowable thickness from Table 401.03.03-6.
Table 401.03.03-6 Surface Course Thickness Requirements
HMA Mix Design Size
Designation
Minimum Allowable Compacted Lift Thickness
(Tall)
4.75 MM
0.75 inch
9.5 MM
1.00 inch
12.5 MM
1.25 inches
19 MM
2.00 inches
c.
Percent Defective. Using NJDOT ST for the appropriate sample size, determine the
percentage of material (PD) falling below the allowable thickness associated with QL
(lower limit).
d.
Removal and Replacement. If the surface course fails to meet the acceptance
requirement with a PD ≤ 25, the Department will require removal and replacement of the
lot. The replacement work is subject to the same requirements as the initial work.
Replace 401.03.03.J with the following:
J.
Ride Quality Requirements. The Department may evaluate the HMA surface
course placed in travel lanes using the International Roughness Index (IRI)
according to ASTM E 1926. Other areas will be tested with a ten foot straight
edge. The Department will use the measured IRI and straight edge to
compute pay adjustment (PA). The PA will be negative for defective work.
The RE will designate an independent testing agency to perform the ride
quality testing and analysis. The testing agency is required to comply with
certification requirements according to NJDOT R-1.
The Department will calculate the Pay Adjustment (PA) as specified in Table 401.03.03-7 and
will base PA on lots of 0.01mile length for each travel lane.
1. Smoothness Measurement.
T-4
The testing agency will test the longitudinal profile of the HMA surface
course for ride quality with a Class 1 Inertial Profiling System according to
AASHTO MP 11 approved according to AASHTO PP 49.
The testing agency will test the full extent of the pavement in the
direction of travel in each wheel path. The single IRI value reported for
each 0.01-mile lot of pavement is the average of 3 runs.
2. Other Areas.
In addition to the above, a 10-foot straightedge shall be used for the
following areas: transverse profile of the finished riding surface,
longitudinal and transverse profile of shoulders and ramps, utility
hardware, drainage inlets and manholes, and any other areas so
designated in the Special Provisions. Any areas that have more than a
1/4-inch deviation between any two contact points of the straightedge
shall be corrected by the Contractor using infrared heating to rework the
material in a manner approved by the Engineer. Following correction,
the area will be retested to verify compliance, each individual non-
complying location will be assessed $250 negative PA.
3. Control Testing.
Perform control testing during HMA placement to ensure compliance
with the ride quality requirements specified in Table 401.03.03-7.
4. Preparation for IRI Testing.
Provide the necessary traffic control when the testing agency performs
IRI testing. Perform required mechanical sweeping of the surface course
before IRI testing. To facilitate auto triggering on laser profilers, place a
single line of preformed traffic marking tape perpendicular to the
roadway baseline 300 feet before the beginning of each lane to be
tested.
5. Acceptance.
The Engineer will determine acceptance and make payment adjustments
based on the following:
i.
Pay Adjustment.
The pay equations in Table 401.03.03-7 express the pay adjustment
in dollars per lot of 0.01 mile. For lots of any other length, the
Engineer will scale the pay adjustment up or down in proportion to
the actual length of the lot. IRI numbers are in inches per mile.
Table 401.03.03-7 Pay Equations for IRI Ride Quality for 0.01 Mile
Local Roadways with
Posted Speed ≥ 45 MPH
IRI ≤ 100
PA = $0
100 < IRI ≤ 170
PA = (IRI − 100) × (− $1.43)
T-5
IRI > 170
Remove & Replace
Local Roadways with
Posted Speed < 45 MPH
IRI ≤ 120
PA = $0
120 < IRI ≤ 220
PA = (IRI − 120) × (− $1.00)
IRI > 220
Remove & Replace
ii.
Retest provision.
After testing, if the IRI exceeds the Remove and Replace value
(RRV) in Table 401.03.03-7, the testing agency will retest the lot.
The testing agency will average the IRI values from the initial test
and the retest to determine the final result.
iii.
Removal and Replacement.
If the average IRI is greater than the RRV after a retest is
performed, remove and replace the lot. Any replacement work is
subject to the same requirements as the initial work. If only a
small percentage (less than 8 percent) of paving lots falls under
the RRV, the RE may allow the Contractor to submit a plan for
corrective action. If the Contractor’s plan for corrective action is
not approved, the RE may require removal and replacement, or
may allow the lot to remain in place and the lot will be subject to
the pay adjustment as computed in Table 401.03.03-7. If the
Contractor’s plan for corrective action is approved and the lot is
reworked, the testing agency will test and evaluate it as a new lot
that must meet the same requirements as the initial work.
401.04 MEASUREMENT AND PAYMENT
The following is added:
The Owner will not make separate payment for Tack Coat but it will be included in the cost of
Hot Mix Asphalt 12.5M64 Surface Course, 1 ½” Thick.
The Owner will make a payment adjustment for HMA air void quality by the following formula:
Pay Adjustment = Q x BP x PPA
Where:
BP = Bid Price
Q= Air Void Lot Quantity
PPA= air void PPA as specified in 401.03.03H.
The Department will make a payment adjustment for HMA thickness quality by the following
formula:
Pay Adjustment = Q x BP x PPA
Where:
BP = Bid Price
T-6
Q= Thickness Lot Quantity
PPA= thickness PPA as specified in 401.03.03I.
The Department will make a payment adjustment for HMA ride quality, as specified in
401.03.03J.
The Owner will not make separate payment for Tack Coat but it will be included in the
cost of
603.02.01 MATERIALS
The following is added:
Rock backfill shall utilize Coarse Aggregate (No. 57) in accordance with 901.03.
902.02.03 MIX DESIGN
THE FOLLOWING IS ADDED TO THE FIRST PARAGRAPH:
UNLESS OTHERWISE APPROVED BY THE ENGINEER, ONLY ONE SOURCE OF
SUPPLY FOR HOT MIX ASPHALT SURFACE COURSE MAY BE USED ON THE
PROJECT.
902.02.04 SAMPLING AND TESTING (ALTERNATE)
THE SECOND PARAGRAPH IS CHANGED TO:
THE PRODUCER’S QUALITY CONTROL TECHNICIAN SHALL BE PRESENT DURING
PERIODS OF MIX PRODUCTION FOR THE SOLE PURPOSE OF PERFORMING
QUALITY CONTROL AND ACCEPTANCE TESTING. THE QUALITY CONTROL
TECHNICIAN SHALL BE CERTIFIED AS AN ASPHALT PLANT TECHNICIAN, LEVEL 2
BY THE SOCIETY OF ASPHALT TECHNICIANS OF NEW JERSEY. THE QUALITY
CONTROL
TECHNICIAN
WILL
PERFORM
ALL
REQUIRED
VOLUMETRIC
ACCEPTANCE TESTING AND QUALITY CONTROL COMPOSITION TESTING. THE
TEST RESULTS WILL BE SUBMITTED TO THE ENGINEER ON A DAILY BASIS ALONG
WITH A CERTIFICATION OF COMPLIANCE.
THE FOLLOWING IS ADDED TO 902.02.04:
F.
REQUIREMENTS FOR LABORATORY PERFORMING QUALITY
ASSURANCE TESTING
ANY INDEPENDENT TESTING AGENCY AND/OR LABORATORY PERFORMING THE
SERVICES NECESSARY FOR QUALITY ASSURANCE SAMPLING, TESTING AND/OR
ANALYSIS SHALL BE ACCREDITED BY THE AASHTO ACCREDITATION PROGRAM.
ALONG WITH THE TEST RESULTS SUBMITTED TO THE ENGINEER, THE
LABORATORY SHALL ALSO SUBMIT THE TESTING WORKSHEETS SHOWING THE
TEST METHODS USED, INCLUDING THE CALCULATIONS. ALL RESULTS WILL BE
COMPARED TO THE QUALITY CONTROL TEST RESULTS FOR THE PROJECT.
T-7
THE TECHNICIAN WHO PERFORMS THE QUALITY ASSURANCE TESTING FOR THE
TESTING AGENCY AND/OR LABORATORY SHALL BE CERTIFIED BY THE SOCIETY
ASPHALT TECHNOLOGISTS OF NEW JERSEY, INC. AS AN ASPHALT PLANT
TECHNOLOGIST, LEVEL 2.
ALL TESTING AGENCIES AND/OR LABORATORIES MUST BE IN POSSESSION OF A
CERTIFICATE
OF
ACCREDITATION
FROM
THE
AASHTO
ACCREDITATION
PROGRAM IN ORDER TO PROVIDE THE REQUIRED SERVICES. THE CERTIFICATE
OF ACCREDITATION (ON WWW.NIST.GOV/AMRL) SHALL BE FOR, AT LEAST, THE
FOLLOWING TEST METHODS:
AASHTO T30 - MECHANICAL ANALYSIS OF EXTRACTED AGGREGATE.
AASHTO T164 - QUANTITATIVE EXTRACTION OF BITUMEN FROM
BITUMINOUS PAVING MIXTURES OR AASHTO T308 - DETERMINING THE
ASPHALT BINDER CONTENT OF HOT MIX ASPHALT (HMA) BY THE IGNITION
METHOD.
AASHTO T166 - BULK SPECIFIC GRAVITY OF COMPACTED BITUMINOUS
MIXTURES.
AASHTO T209 - MAXIMUM SPECIFIC GRAVITY OF BITUMINOUS.
G.
QUALITY ASSURANCE SAMPLING AND TESTING
FOR QUALITY ASSURANCE PURPOSES THE AGENCY MAY TAKE 8-INCH DIAMETER
CORES FROM THE ROADWAY FOR CONFIRMATION OF THE QUALITY CONTROL
COMPOSITION RESULTS. THE TESTING WILL BE PERFORMED BY AN
INDEPENDENT TESTING AGENCY AND/OR LABORATORY.
CONFIRMATION OF THE QUALITY CONTROL COMPOSITION RESULTS SHALL BE
DETERMINED ON THE BASIS OF THE AVERAGE OF FIVE 8-INCH DIAMETER
DRILLED CORES TAKEN FROM RANDOM LOCATIONS IN A LOT. A LOT SHOULD BE
A MAXIMUM OF 10,000 SQUARE YARDS IN AREA AND WILL APPLY TO ALL
PROJECTS WHETHER THE PROJECT PAYMENT QUANTITIES FOR HOT MIX
ASPHALT SURFACE COURSE, HOT MIX ASPHALT INTERMEDIATE COURSE OR HOT
MIX ASPHALT BASE COURSE ARE MEASURED ON A SQUARE YARD OR TON BASIS.
WHEN A DRILL FAILS TO PROCURE A WHOLE CORE, THE DRILL SHALL BE MOVED
A DISTANCE OF NOT MORE THAN 5 FEET AND AN ALTERNATE CORE OBTAINED.
WHEN A PROJECT INVOLVES THE IMPROVEMENT OF SEVERAL INDIVIDUAL
STREETS, OR SEVERAL SECTIONS OF THE SAME STREET, THE LOT SHALL BE
DETERMINED BY THE AREA OF EACH STREET AND IF LESS THAN THE REQUIRED
LOT AREA, THE NEXT STREET OR SECTION PAVED SHALL BE ADDED TO
COMPLETE THE APPROXIMATE AREA OF THE LOT. ALL LOTS SHALL BE
APPROXIMATELY EQUAL IN SIZE. THE NUMBER OF LOTS FOR THE PROJECT
SHALL BE BASED ON THE NEXT HIGHER WHOLE NUMBER DERIVED BY DIVIDING
THE TOTAL PAVEMENT SQUARE YARDAGE BY 10,000.
THE AVERAGE OF THE TEST RESULTS FOR THE FIVE SAMPLES OF A LOT SHALL BE
COMPARED TO THE AVERAGE OF THE QUALITY CONTROL TEST RESULTS
REPRESENTATIVE OF THE LOT. THE AVERAGE QUALITY ASSURANCE TEST
T-8
RESULTS SHALL BE WITHIN THE APPLICABLE TOLERANCES OF TABLE 920-7
902.02.04-2 AS COMPARED TO THE QUALITY CONTROL TEST RESULTS. PAYMENT
FOR ANY LOT, WHICH DOES NOT COMPLY, WITH THESE REQUIREMENTS SHALL
BE REDUCED IN ACCORDANCE WITH TABLE 902.02.04-3. THE ENGINEER MAY
ORDER REMOVAL OF ANY LOT SUBJECT TO THE MAXIMUM REDUCTION.
TABLE 902.02.04-2 TOLERANCE from QUALITY CONTROL TEST RESULTS
FOR AVERAGE OF FIVE SAMPLES
SIEVE SIZE
ALL PLANTS
TOLERANCE PERCENTAGE
(Plus or Minus)
No. 8
5.5
No. 200
1.6
Asphalt
0.55
TABLE 902.02.04-3 REDUCTION PER LOT DUE TO NONCONFORMANCE OF
QUALTIY ASSURANCE TESTING AS COMPARED TO THE QUALITY
CONTROL TESTING
DEVIATION OF AVERAGE OF FIVE
QUALITY ASSURANCE SAMPLES AS
COMPARED TO THE REPRESENTATIVE
QUALITY CONTROL SAMPLES BEYOND
APPLICABLE TOLERANCES IN TABLE 920-7
REDUCTION
(PERCENT OF TOLERANCE ABOVE)
PER LOT
1 TO 50
2%
51 TO 100
5%
OVER 100
10%
T-9
The reconstruction of the Bayview Boat Ramp shall include
the following:
•
removing the old bulkhead and piling under clearing
site
•
removing the old boat ramp and rock/ rubble adjacent
to the boat ramp under wet excavation
•
install truline vinyl bulkhead, 10’ long sheets
•
install concrete cable mats, 20’x60’
•
install mooring piling (coordinate with floating dock
contractor)
•
install drainage and concrete curb & sidewalk
•
regrade road and pave with hot mix asphalt
•
backfill area adjacent to boat ramp with clean sand
area beneath the plantings
•
install coir logs and plant the wetland grasses and
upland shrubs
T-10
CONCRETE CABLE MAT
A. Description
Concrete Cable Mat is an articulated concrete block system. This system shall be
made up of 4’ x 16’ or 8’ x 16’ mattresses, which are placed side by side and
clamped together to provide one homogeneous system. The mats are made up of
concrete blocks interconnected by integrally woven stainless steel cables or 20mm
polyester revetment rope, which are poured within each block. The size of the
concrete blocks shall be 15.5” square at the base and 11.5” square at the top face
(a truncated pyramid shape). The blocks shall be poured in the block pans, to
provide closed area within the block. The standard 7 to 8 oz/sy geotextile fabric is
attached to the mat during fabrication. The mats release hydrostatic pressure and
allow vegetation growth around the perimeter of each block. Concrete Cable Mat
shall be manufactured by Bethlehem Precast, 835 North St., Bethlehem, PA 18017
(610-691-1336) or approved equal.
Contractor shall remove existing bulkhead & piling under clearing site and remove
old boat ramp and rock/ruble around boat ramp under wet excavation. Wet
excavation shall remove material to clean sand is encountered or maximum of 2.5’.
Clean bedding stone shall be placed on filter fabric (included in cost of the bedding
stone) to the proper line and grade. Concrete Cable Mat shall be installed on top of
the bedding stone in accordance with the manufacturer’s recommendation.
B. Concrete
The minimum required concrete strength should be 4000 PSI @ 28 days. Air
entrainment of 4% to 7% shall also be added. All ASTM standards will be met in the
production of the concrete. The finished concrete product shall consist of a
minimum density of 140lbs/sf, in an average of 3 units. No individual block shall
consist of a minimum concrete density lower than 135 lbs/sf.
C. Cables 0r Polyester Revetment cable (see cable or polyester specs)
The cables shall be made of stainless steel aircraft cable of type 302 or 304,
depending on the specific use and conditions of the project. The cable shall be of
type 1 x 19 construction. Cables shall be integral (poured into) to the concrete
block, and shall traverse through each block in both longitudinal & lateral directions
of the mat system. Polyester rope may be substituted for stainless steel cable in
design, but UV degradation protection must be maintained. The rope mats must be
covered with rock or topsoil and vegetated. This cover will provide UV degradation
protection.
D. Geotextile
The geotextile used is to be specified by the governing project engineer. The
standard geotextile material used on non-specific projects is a 7 to 8-oz, needle
punched non-woven fabric. The geotextile extends out two feet on three sides of the
T-11
mat. This allows placement in a shingled affect to prevent water getting under the
system.
E. Clamps
Sufficient stainless steel or galvanized wire rope clamps shall be used to secure
loops of adjoining Concrete Cable mats.
The number of loop connections is based on the typical detail sheets (or see the
Guide for the Design and Placement of Concrete Cable Mats). Clamping in field
must follow project layout details to be acceptable. Details available showing the
proper method of clamping.
F. Installation
The supplier shall have a technician experienced in the installation of the Concrete
Cable Mat System available at the start of an installation where the engineer or
contractor have not had experience with the product to assist in any special
techniques needed to assure a proper installation.
The mats shall be laid from the downstream end of project to the upstream end, so
the geotextile joints are shingled to direct flow over the joint and to prevent
undermining. Intimate contact with the subsurface is critical to the systems
performance in the field. The gaps between each mat shall not be greater then 2”,
preferably 1” or the gap must be closed using a grout mixture. The outside edges of
the mat shall be entrenched and buried at least one block into the ground.
Compacted granular fill or grout may be used to fill the entrenched edges.
G. Payment
Payment will be by the square foot of Concrete Cable Mat installed.
I. Test Standards and Specifications
ASTM C31
Practice for Making and Curing Concrete Test Specimens in the Field
ASTM C33
Specifications for Concrete Aggregates
ASTM C39
Compressive Strength of Cylindrical Concrete Specimens
ASTM C42
Obtaining & Testing Drilled Cores and Sawed Beams of Concrete
ASTM C140
Sampling and Test Concrete Masonry Units
ASTM C150
Specification for Portland Cement
ASTM C207
Specification for Hydrated Lime Types
ASTM C595
Specifications for Blended Hydraulic Cements
ASTM C618
Specifications for Fly Ash and Raw or Calcined Natural Pozzolans for
use in Portland Cement Concrete.
ASTM D18.25.04
Specifications for Articulated Concrete Block Systems (In design)
ASTM D698
Laboratory Compaction Characteristics of Soil Using Standard Effort
ASTM D3786
Hydraulic Burst Strength of Knitted Goods and Non-woven Fabrics
T-12
ASTM D4355
Deterioration of Geotextiles from Exposure to Ultraviolet Light and
Water
ASTM D4491
Water Permeability of Geotextiles by Permittivily
ASTM D4533
Trapezoidal Tearing Strength of Geotextiles
ASTM D4632
Breaking Load and Elongation of Geotextiles (Grab Method)
ASTM D4751
Determining Apparent Opening Size of a Geotextile
ASTM D4833
Index Puncture Resistance of Geotextiles, Geomembranes and Relate
Products
ASTM D5101
Measuring the Soil-Geotextiles System Clogging Potential by the
Gradient Ratio
ASTM D5567
Hydraulic Conductivity Ratio Testing of Soil/Geotextile Systems
AASHTO T88
Determining the Grain-size Distribution of Soil
AASHTO M288-96
Standard Specification for Geotextiles
Concrete Cable Mat – Closed Cell Block Specifications.
CC 45
45 lbs. / s.f.
AREA
64 s.f. / 128 s.f.
MAT
WEIGHT
3100 lbs. / 6200
lbs.
BLOCKS/MAT
36 / 72
SPACING @
BASE
0.5 in.
BLOCKS
SPACING @ TOP
4.5 in.
WEIGHT
80.0 lbs.
LENGTH / WIDTH
CABLE
DIAMETER
5/32 in. / 1/8 in.
CONSTRUCTION
1 x 19
BREAKING
STRENGTH
3300 lbs. / 2100
lbs.
T-13
Stainless Steel & Polyester Revetment Cable Specifications for Concrete Cable Mats
1 x 19
PREFORMED STAINLESS STEEL STRAND
NON-FLEXIBLE TYPE 302/304
MILITARY SPECIFICATION
MiI-W-871 61. September 1982 Wire Strand. Non-
Flexible for Aircraft Application Type II. Composition B:
Corrosion-Resistant Steel. Construction Right Lay:
Construction 2 – Left Lay, Superseding Mil-W-5693.
December 1965: Mil-W-6940. August 1969.
COMMERCIAL GRADE Specification
SD 117. Oil Free – Dry Condition
CODE
APPROX.
WEIGHT
100 FT.
IN LBS.
MINIMUM
BREAK
STRENGTH
IN LBS.
PART NUMBER
DIAM
IN INCHES
.55
.55
.85
375
375
500
SF 04719
SC 04719*
SF 06319
3/64
3/64
1/16
.85
1.4
1.4
500
800
800
SC 06319*
SF 07819
SC 07819
1/16
5/64
5/64
2.0
2.0
2.7
1,200
1,200
1,600
SF 09419
SC 09419*
SF 10919
3/32
3/32
7/64
2.7
3.5
3.5
1,600
2,100
2,100
SC 10919
SF 12519
SC 12519
7/64
1/8
1/8
5.5
5.5
7.7
3,300
3,300
4,700
SF 15619
SC 15619*
SF 18819
5/32
5/32
3/16
7.7
10.2
10.2
4700
6300
6300
SC 18819*
SF 21919
SC 21919*
3/16
7/32
7/32
13.5
13.5
17.0
8,200
8,200
10,300
SF 25019
SC 25019*
SF 28119
1/4
1/4
9/32
17.0
21.0
21.0
10,300
12,500
12,500
SC 28119*
SF 31319
SC 31319*
9/32
5/16
5/16
29.4
29.4
41.0
17,500
17,500
22,500
SF 37519
SC 37519*
SC 43819
3/8
3/8
7/16
52.1
67.0
85.5
30,000
36,200
47,000
SC 50019
SC 56319
SC 62519
1/2
9/16
5/8
124.0
51,750
SC 75019
3/4
This is the
cable used to
manufacture
CC-45
T-14
CABLE CLAMP SPECIFICATIONSMALLEABLE WIRE ROPE CLIPS/GALVANIZED
SPECIFICATIONS for CONCRETE CABLE MATS
Right Way
Malleable, galvanized wire rope clips. Standard clips are
designed for maximum holding strength. Heavy duty construction
throughout. For in-between sizes such as 5/32”, 7/32”, etc., use
next size larger clip.
Wire rope clips of the type on this page are not to be used on plastic coated cable
without first stripping off plastic. Wire rope clips must be installed over bare cable
only.
(All Dimensions in Inches Except Nut Sizes)
Part No.
To fit Cable Dia. In.
Cable
Dia.
MM
C
E
F
G-1
&
G-2
H
L
S
Nut
Size
MM
Weight
Per
100
pcs.
CP 7-2 * 1/16-5/64-3/32
2
.55
.55
.44 .28 .094
.71
.39
3
2.2
CP 7-4 * 1/8-5/32
4
.75
.71
.55 .39 .125
.95
.51
4
3.3
CP 7-6 * 3/16-7/32
6
1.10
.87
.71 .55 .197 1.30
.59
6
7.7
CP 7-8 * 1/4-9/32
8
1.38 1.10 .83 .71 .250 1.56
.79
8
17.6
CP 7-10
*
5/16-3/8
10
1.78 1.38 .95 .87 .315 1.97 1.10
10
30.8
Rugged Stainless Steel Saddles with grooved deep recess to hold cable securely.
Stainless Steel U Bolt and Nuts. Use Clips as recommended above
(under Malleable Clips) to give maximum strength.
NOTE: THE NUTS ON THESE CLIPS ARE METRIC SIZES!
Recommended
Part Number
To Fit Cable
Dia
To give
Maximum
Strength
Estimated
Weight Per
100 in
Lbs.
CP 2-4P *
1/8”
2
3.0
CP 2-6P *
3/16”
2
6.0
CP 2-8P *
¼”
3
12.7
CP 2-10P *
5/16”
3
13.2
CP 2-12P*
3/8”
4
20.4
CP 2-14P*
7/16”
4
22.0
CP 2-16P*
½”
4
35.0
T-15
Piling Specifications
Piling shall be nonpolluting material meeting the NJDEP specifications, 30’ long
with minimum 6” tip and 8” butt. Material data sheets or catalog information shall
be submitted with bid package.
Top of pile shall be set at elevation 10.00 NAVD 1988.
T-16
Bulkhead Specifications
Bulkhead used shall be Truline vinyl bulkhead Series 800 as manufactured by
TRULINE LLC, 1415 Panther Lane, Suite 234, Naples, Florida 34109 (239-591-
6234) or approved equal. Sheets shall be 10’ long and be installed as shown on the
plans.
T-17
T-18
Coir Log Installation
1. Final grade should be smooth, free of rocks, sticks, and existing vegetation.
Do not install vegetated coir logs on hard, compacted soil.
2. Logs should maintain solid contact with the soil and be installed in a
manner that minimizes gaps between the bottom of the log and the
underlying substrate.
3. Install logs at the approximate normal water level. Between 1/3 to 2/3 of
the log should be submerged.
4. If installing non-vegetated, pre-drilled logs, install them with the holes on top
for later planting.
5. Drive alternately spaced hardwood stakes into the soil along either side of
the log until the top of the stake is approximately 4” above the log. The
stakes should be between 6 to 8’ long, depending upon application, a
minimum of 1.25” thick, and spaced 2 to 3’ apart..
6. Notch hardwood stakes approximately 4” below the top of the log deep
enough to fit a 3/16” nylon rope. Crisscross the rope over the top of the log.
When complete, drive stakes down until rope is tight against the log. Cut off
excess from stakes so that they are flush with the top of the installed log.
7. If installing multiple logs, install all at the same elevation along the water
line. Couple adjacent logs together with supplemental rope, wire ties, or
cable ties.
8. Supplemental plantings can be installed within the log, on the front and
back sides, if desired.
Shall be paid for under Living Shoreline Plantings (provide 7 – 30’ long logs)
Living Shoreline Planting
Spartina alterniflora (2” plugs) will be installed at 12” centers within the proposed
living shoreline area between elevation -2.41 (MLWL) and elevation 1.47 (MHWL).
Spartina patens (2” plugs) will be installed at 12” centers within the proposed living
shoreline area between elevation 1.47 (MHWL) and 2.25.
Baccharis halimifolia and Iva frutescens (18”-24” – No. 1 containers) will be
installed at 5-foot centers above elevation 2.25.
Plant material shall be obtained from an approved nursery located in the same
hardiness zone as the project site and within a one hundred mile radius of the
project site.
Nursery managers should be given advance notice of site water’s salinity levels (in
PPT) in order for the plants to be acclimated to the proper level prior to shipping and
installation.
T-19
Plant material will be inspected upon arrival at the job site for conformity to these
specifications. Contractor will provide a delivery schedule at least 10 days before
the first day of delivery. Plants will be rejected for heat-stressed, dry, moldy, or
yellow plugs. Plant material must be installed within 3 days of delivery.
Plant Installation
The herbaceous plantings must be installed between April 15th and May 15th.
The woody species may be installed between April 15th and June 15th or between
September 15th and October 15th.
Herbaceous plantings shall be installed by during low tide events and by creating a
hole with a spade or dibble, placing the plants in the hole and firmly packing the soil
around them.
Woody shrubs to be installed by creating a hole with a shovel or gas powered hand
held auger.
Notice
TO ALL PUBLIC WORKS EMPLOYERS:
Please be advised that effective February 18, 1992 Regulation N.J.A.C. 12:60-2.1 and 6.1
of the New Jersey Prevailing Wage Act, N.J.S.A. 34:11-56.25 et seq requires that
certified payroll records must be submitted to the public body for each employee on the
project. The General Contractor is responsible for ensuring that each sub-contractor
submits the certified payroll within ten (10) days of the payment of wages. The public
body shall receive, file and make available for inspection during normal business hours
the certified payroll records.
A copy of the certified payroll form may be obtained by contacting the New Jersey
Department of Labor, Division of Workplace Standards, Public Contracts Section, CN
389, Trenton, NJ 08625-0389, telephone (609) 292-2259.
Contractor Registration Advertisement
Public Works Projects
A new law, known as “The Public Works Contractor Registration Act” (P.L. 1999,
c.238), will become effective April 11, 2000. Under the Act, no contractor/subcontractor
will be permitted to bid on or engage in any contract for public work, as defined in
section 2 of P.L. 1963, c. 150 (C.34:11-56.26), unless that contractor/subcontractor is
registered with the New Jersey Department of Labor. The Act provides that upon
registration with the Department, a public works contractor/subcontractor will be issued a
certificate by the Department indicating compliance with the Act’s requirements. The
registration fee has been set at $300 per year. Upon the effective maintenance shall be
regarded as active date of the Act, public bodies will be expected to request production of
such a certificate from those bidding on or engaging in public works projects.
It is important to note that the term “contractor,” is defined in the Act as, “a person,
partnership, association, joint stock company, trust, corporation or other legal business
entity or successor thereof who enter into a contract which is subject to the provision of
the “New Jersey Prevailing Wage Act,” P.L. 1963, c.150 (C.34:11-56.25, et seq.) for the
construction, reconstruction, demolition, alternation, repair or maintenance of a public
building regularly open to and used by the general public or a public institution, and
includes any subcontractor or lower tier subcontractor as defined herein, except that, for
the purposes of the act, no pumping station, treatment plant or other facility associated
with utility and environmental construction, reconstruction, demolition, alteration, repair
or maintenance shall be regarded as a public building regularly open to and used by the
general public or a public institution.”
Registration forms, copies of the Act, and other relevant information will be available
January 2000. To be placed on our mailing list please contact:
Contractor Registration Unit
New Jersey Department of Labor
Division of Wage & Hour Compliance
PO Box 389
Trenton, NJ 08625-0389
Telephone: (609) 292-9464
Fax: (609) 633-8591
Email: contreg@dol.state.nj.us
EXHIBIT A
AMERICANS WITH DISABILITIES ACT OF 1990
Equal Opportunity for Individuals with Disability
The contractor and the _____________ of _______________, (hereafter “owner”) do hereby
agree that the provisions of Title 11 of the Americans With Disabilities Act of 1990 (the "Act") (42
U.S.C. S121 01 et seq.), which prohibits discrimination on the basis of disability by public entities
in all services, programs, and activities provided or made available by public entities, and the
rules and regulations promulgated pursuant there unto, are made a part of this contract. In
providing any aid, benefit, or service on behalf of the owner pursuant to this contract, the
contractor agrees that the performance shall be in strict compliance with the Act. In the event that
the contractor, its agents, servants, employees, or subcontractors violate or are alleged to have
violated the Act during the performance of this contract, the contractor shall defend the owner in
any action or administrative proceeding commenced pursuant to this Act. The contractor shall
indemnify, protect, and save harmless the owner, its agents, servants, and employees from and
against any and all suits, claims, losses, demands, or damages, of whatever kind or nature
arising out of or claimed to arise out of the alleged violation. The contractor shall, at its own
expense, appear, defend, and pay any and all charges for legal services and any and all costs
and other expenses arising from such action or administrative proceeding or incurred in
connection therewith. In any and all complaints brought pursuant to the owner’s grievance
procedure, the contractor agrees to abide by any decision of the owner which is rendered
pursuant to said grievance procedure. If any action or administrative proceeding results in an
award of damages against the owner, or if the owner incurs any expense to cure a violation of the
ADA which has been brought pursuant to its grievance procedure, the contractor shall satisfy and
discharge the same at its own expense.
The owner shall, as soon as practicable after a claim has been made against it, give written
notice thereof to the contractor along with full and complete particulars of the claim, If any action
or administrative proceeding is brought against the owner or any of its agents, servants, and
employees, the owner shall expeditiously forward or have forwarded to the contractor every
demand, complaint, notice, summons, pleading, or other process received by the owner or its
representatives.
It is expressly agreed and understood that any approval by the owner of the services provided by
the contractor pursuant to this contract will not relieve the contractor of the obligation to comply
with the Act and to defend, indemnify, protect, and save harmless the owner pursuant to this
paragraph.
It is further agreed and understood that the owner assumes no obligation to indemnify or save
harmless the contractor, its agents, servants, employees and subcontractors for any claim which
may arise out of their performance of this Agreement. Furthermore, the contractor expressly
understands and agrees that the provisions of this indemnification clause shall in no way limit the
contractor’s obligations assumed in this Agreement, nor shall they be construed to relieve the
contractor from any liability, nor preclude the owner from taking any other actions available to it
under any other provisions of the Agreement or otherwise at law.
(REVISED 9/07)
EXHIBIT B
MANDATORY EQUAL EMPLOYMENT OPPORTUNITY LANGUAGE
N.J.S.A. 10:5-31 et seq. (P.L. 1975, C. 127)
N.J.A.C. 17:27
CONSTRUCTION CONTRACTS
During the performance of this contract, the contractor agrees as follows:
The contractor or subcontractor, where applicable, will not discriminate against any employee or applicant
for employment because of age, race, creed, color, national origin, ancestry, marital status,
effectional or sexual orientation, gender identity or expression, disability, nationality or sex.
Except with respect to affectional or sexual orientation and gender identity or expression, the
contractor will take affirmative action to ensure that such applicants are recruited and employed,
and that employees are treated during employment, without regard to their age, race, creed,
color, national origin, ancestry, marital status, affectional or sexual orientation, gender identity or
expression, disability, nationality or sex. Such action shall include, but not be limited to the
following: employment, up-grading, demotion, or transfer; recruitment or recruitment advertising;
layoff or termination; rates of pay or other forms of compensation; and selection for training,
including apprenticeship. The contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided by the Public Agency
Compliance Officer setting forth provisions of this nondiscrimination clause.
The contractor or subcontractor, where applicable will, in all solicitations or advertisements for employees
placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for
employment without regard to age, race, creed, color, national origin, ancestry, marital status, affectional
or sexual orientation, gender identity or expression, disability, nationality or sex.
The contractor or subcontractor, where applicable, will send to each labor union or representative
of workers with which it has a collective bargaining agreement or other contract or understanding,
a notice, to be provided by the agency contracting officer advising the labor union or workers'
representative of the contractor's commitments under this act and shall post copies of the notice
in conspicuous places available to employees and applicants for employment.
The contractor or subcontractor, where applicable, agrees to comply with any regulations promulgated
by the Treasurer, pursuant to N.J.S.A. 10:5-31 et seq., as amended and supplemented from time
to time and the Americans with Disabilities Act.
When hiring or scheduling workers in each construction trade, the contractor or subcontractor
agrees to make good faith efforts to employ minority and women workers in each construction
trade consistent with the applicable employment goal prescribed by N.J.A.C. l7:27-7.3; provided,
however, that the Division may, in its discretion, exempt a contractor or subcontractor from
compliance with the good faith procedures prescribed by the following provisions, A, B and C, as
long as the Division is satisfied that the contractor or subcontractor is employing workers provided
by a union which provides evidence, in accordance with standards prescribed by the Division,
that its percentage of active "card carrying" members who are minority and women workers is
equal to or greater than the applicable employment goal established in accordance with N.J.A.C.
l7:27-7.3. The contractor or subcontractor agrees that a good faith effort shall include compliance
with the following procedures:
(A)
If the contractor or subcontractor has a referral agreement or arrangement with
a union for a construction trade, the contractor or subcontractor shall, within three business days
of the
contract award, seek assurances from the union that it will cooperate with the
contractor or subcontractor as it fulfills its affirmative action obligations under this contract and in
accordance with the rules promulgated by the Treasurer pursuant to N.J.S.A. 10:5-31 et. seq., as
supplemented and amended from time to time and the Americans with Disabilities Act. If the
contractor or subcontractor is unable to obtain said assurances from the construction trade union
at least five business days prior to the commencement of construction work, the contractor or
subcontractor agrees to attempt to hire or schedule minority and women workers directly,
consistent with the applicable employment goal. If the contractor's or subcontractor's prior
experience with a construction trade union, regardless of whether the union has provided said
assurances, indicates a significant possibility that the trade union will not refer sufficient minority
and women workers consistent with the applicable employment goal, the contractor
or subcontractor agrees to be prepared to hire or schedule minority and women workers directly,
consistent with the applicable employment goal, by complying with the hiring or scheduling
procedures prescribed under (B) below; and the contractor or subcontractor further agrees to take
said action immediately if it determines or is so notified by the Division that the union is not
referring minority and women workers consistent with the applicable employment goal.
(B)
If the hiring or scheduling of a workforce consistent with the employment goal has not
or cannot be achieved for each construction trade by adhering to the procedures of (A) above, or
if the contractor does not have a referral agreement or arrangement with a union for a
construction trade, the contractor or subcontractor agrees to take the following actions consistent
with the applicable county employment goals:
(l) To notify the public agency compliance officer, the Division, and minority and women referral
organizations listed by the Division pursuant to N.J.A.C. 17:27-5.3, of its workforce needs, and
request referral of minority and women workers;
(2) To notify any minority and women workers who have been listed with it as awaiting available
vacancies;
(3) Prior to commencement of work, to request that the local construction trade union refer
minority and women workers to fill job openings, provided the contractor or subcontractor has a
referral agreement or arrangement with a union for the construction trade;
(4) To leave standing requests for additional referral to minority and women workers with the local
construction trade union, provided the contractor or subcontractor has a referral agreement or
arrangement with a union for the construction trade, the State Training and Employment Service
and other approved referral sources in the area until such time as the workforce is consistent with
the employment goal;
(5) If it is necessary to lay off some of the workers in a given trade on the construction site, to
assure, consistent with the applicable State and Federal statutes and court decisions, that
sufficient minority and women employees remain on the site consistent with the employment
goal; and to employ any minority and women workers laid off by the contractor on any other
construction site on which its workforce composition is not consistent with an employment goal
established pursuant to rules implementing N.J.S.A. 10:5-31 et. seq.;
(6) To adhere to the following procedure when minority and women workers apply or are referred
to the contractor or subcontractor:
(i) If said individuals have never previously received any document or certification signifying a
level of qualification lower than that required in order to perform the work of the construction
trade, the contractor or subcontractor shall determine the qualifications of such individuals and if
the contractor's or subcontractor's workforce in each construction trade is not consistent with the
applicable employment goal, it shall hire or schedule those individuals who satisfy appropriate
qualification standards. However, a contractor or subcontractor shall determine that the individual
at least possesses the requisite skills, and experience recognized by a union, apprentice program
or a referral agency, provided the referral agency is acceptable to the Division. If necessary, the
contractor or subcontractor shall hire or schedule minority and women workers who qualify as
trainees pursuant to these rules. All of the requirements, however, are limited by the provisions of
(C) below.
(ii) If the contractor's or subcontractor's workforce is consistent with the applicable employment
goal, the name of any interested women or minority individual shall be maintained on a waiting list
for the first consideration, in the event the contractor's or subcontractor's workforce is no longer
consistent with the applicable employment goal.
(iii) If, for any reason, said contractor or subcontractor determines that a minority individual or a
woman is not qualified or if the individual qualifies as an advanced trainee or apprentice, the
contractor or subcontractor shall inform the individual in writing of the reasons for the
determination, maintain a copy of the determination in its files, and send a copy to the public
agency compliance officer and to the Division.
(7) To keep a complete and accurate record of all requests made for the referral of workers in any
trade covered by the contract, on forms made available by the Division and submitted promptly to
the Division upon request.
(C) The contractor or subcontractor agrees that nothing contained in (B) above shall
preclude the contractor or subcontractor from complying with the union hiring hall or
apprenticeship policies in any applicable collective bargaining agreement or union hiring hall
arrangement, and, where required by custom or agreement, it shall send journeymen and
trainees to the union for referral, or to the apprenticeship program for admission, pursuant to such
agreement or arrangement. However, where the practices of a union or apprenticeship program
will result in the exclusion of minorities and women or the failure to refer minorities and women
consistent with the county employment goal, the contractor or subcontractor shall consider for
employment persons referred pursuant to (B) above without regard to such agreement or
arrangement; provided further, however, that the contractor or subcontractor shall not be required
to employ women and minority advanced trainees and trainees in numbers which result in the
employment of advanced trainees and trainees as a percentage of the total workforce for the
construction trade, which percentage significantly exceeds the apprentice to journey worker ratio
specified in the applicable collective bargaining agreement, or in the absence of a collective
bargaining agreement, exceeds the ratio established by practice in the area for said construction
trade. Also, the contractor or subcontractor agrees that, in implementing the procedures of (B)
above, it shall, where applicable, employ minority and women workers residing within the
geographical jurisdiction of the union.
After notification of award, but prior to signing a construction contract, the contractor shall submit
to the public agency compliance officer and the Division an initial project workforce report (Form
AA 201) provided to the public agency by the Division for distribution to and completion by the
contractor, in accordance with N.J.A.C. 17:27-7. The contractor also agrees to submit a copy of
the Monthly Project Workforce Report once a month thereafter for the duration of this contract to
the Division and to the public agency compliance officer.
The contractor agrees to cooperate with the public agency in the payment of budgeted funds, as
is necessary, for on-the-job and/or off-the-job programs for outreach and training of minorities and
women.
(D) The contractor and its subcontractors shall furnish such reports or other documents to
the Division of Contract Compliance & EEO as may be requested by the Division from time to
time in order to carry out the purposes of these regulations, and public agencies shall furnish
such information as may be requested by the Division of Contract Compliance & EEO for
conducting a compliance investigation pursuant to Subchapter l0 of the Administrative Code
(NJAC 17:27).
--- Document: Roosevelt Blvd. Bridge Project project complete ---
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Cape May Roosevelt Boulevard
(CR 623) Bridge Deck Rehabilitation
March 23, 2016
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Project Information
Constructed in 1964
31 spans. Total length of 1,628 feet
Single steel through-girder main span
Flanked by prestressed concrete girder spans
14-foot wide lanes in each direction
Basically unchanged from original construction
Regular deck repairs with increasing frequency
Recent rehab completed in 2005-2006 and 2009
Significant deck spall repairs and sealing
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Scope of Rehabilitation
Deck Rehabilitation Program Study (Dec. 2012)
Curb to curb deck replacement in 13 spans
Hydro-demo and HPC overlay in remaining spans
Remove top 3” +/- and replace with new concrete
Misc. repairs
Steel main span strengthening
Sidewalk/parapet repairs
Railing system repairs
Removal of previous bridge remains
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Roosevelt Boulevard (CR 623) Bridge
Aerial
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Roosevelt Boulevard (CR 623) Bridge
South Elevation
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Roosevelt Boulevard (CR 623) Bridge
Ocean City Approach
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Repair Plan
Curb to Curb Deck
Replacement (13 Spans)
Hydro-Demo & HPC
Overlay (18 Spans)
Steel Main Span
Strengthening
Replacement of Cracked
Railing Posts (35%)
Sidewalk & Parapet
Repairs As Needed
Removal of Previous
Bridge Remains
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Hydrodemo
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Staging – Deck Replacement
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Staging
Bridge open to traffic at all times
Single lane open during construction
No peak season lane closings
Long term single lane closing using temporary
traffic signals
Alternating traffic
11-foot lanes minimum
Concrete construction barrier required
Alternatives
Half the length of the bridge at a time (2 stages)
Full length of the bridge, EB followed by WB (2 stages)
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Traffic Control & Staging – Stage 1
Temporary
Traffic Signal
Contractor
Access Point
Construct Southern
Half of Structure
11' Min. Lane
Alternating Traffic
Temporary
Traffic Signal
Median to be Removed
Pre-Stage 1 and Full
Depth Pavement to be
Constructed
Ramp Closed
(See Detour Plan)
Contractor
Access Point
Westbound Ramp Access Detour Map
Bridge Work Zone
Point of
Closure
Ramp Access Closed
Traffic Taper Area
Waterview Blvd
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Traffic Control & Staging – Stage 2
11' Min. Lane
Alternating Traffic
Construct Northern
Half of Structure
Temporary
Traffic Signal
Median to be
Reconstructed Upon
Completion of Stage 2
Ramp Closed
(See Detour Plan)
Temporary
Traffic Signal
Contractor
Access Point
Contractor
Access Point
Bridge Work Zone
Point of
Closure
Ramp Access Closed
Traffic Taper Area
Waterview Blvd
Westbound Ramp Access Detour Map
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Staging
Concrete construction barrier layout
Full length or partial length (lane closure full length)
Emergency Pull Off Areas
Contractor Access at Approaches
Half the length of the bridge at a time (2 stages)
Full length of the bridge, EB followed by WB (2 stages)
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Preliminary Schedule
Restrictions:
Summer restrictions (Memorial Day to Labor Day
minimum)
Winter concrete curing complications(January - March)
Osprey Nesting Restrictions (March 15 to August 15)
Available construction window: 4 to 9 months
Timeline (2-3 cycles)
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Summer Restrictions
Winter Restrictions
Osprey Nesting
Available Construction Window
Potential Construction Window
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
2016
2019
(April)
Preliminary Submission
(May)
Final Submission
(May - September)
Permits
(September)
Advertise/Bid
(October)
Start of Construction
(October - May)
Stage 1
(December)
Completion
(September - May)
Stage 2
Preliminary Schedule
2017
2018
J F M A M J J A S O N D
J F M A M J J A S O N D J F M A M J J A S O N D
(September - November)
Cape May Roosevelt Blvd (CR 623) Bridge Deck Rehabilitation
Thank you!
Questions?
--- Document: 2016 Street Paving List project complete ---
Street Rehabilitation List
Improved
Pavement
Year
Year
Pavement
Pavement
Name of Street
Sec.
Town
Beginning
End
Miles
Roadway
Resurfaced
Constructed
Type
Condition
Curb
Sidewalk Driveways
2016 Capital Bond Sreets
North Drive
Beesleys Point
US Rt-9
Dead End East
0.060
0.060
Bit
F 5
4
East Road
Beesleys Point
Dead End South of South DNorth Dr.
0.086
0.086
Bit
3
Steel Road
Beesleys Point
South Dr
North Dr.
0.060
0.060
F 5
3
Seaview Avenue
Beesleys Point
US Rt-9
Second Ave
0.191
0.191
Bit
F 6
C
C
10
Poe Avenue
Beesleys Point
Highland Ave
Pt Pleasant
0.000
0.000
Bit
P 2
1
Ventnor Avenue
Beesleys Point
US Rt-9
Second Ave
0.191
0.191
Bit
F 5
Cp
Cp
9
Teal Lane
Beesleys Point
US Rt-9
East to Cul-de-Sac
0.096
0.096
1981 Bit
F 6
C
C
8
Elmwood Avenue
Marmora
Morris Ave.
Tuckahoe Rd.
0.752
0.752
Bit
F 5
20
Essex Avenue
Marmora
Oakland Ave
Willetts Rd
0.141
0.141
1985 Bit
F 8
9
Monmouth Avenue
Marmora
Elmwood Ave
Willetts Rd
0.039
0.039
1985 Bit
F 5
0
Union Avenue
Marmora
Mistletoe Ave
Elmwood Ave
0.042
0.042
1985 Bit
F 6
6
Pine Road
Marmora
US Rt-9
Dead End West
0.067
0.067
1985 Bit
F
3
Red Clover Drive
Marmora
Stagecoach Road
Cul-de-sac West
0.119
0.119
1984 Bit
P 3
C
C
9
Anchorage Avenue
Seaville
Somers Avenue
Cul-de-sac North
0.069
0.069
f
C
Sw
Kruk Terrace
Seaville
Rt-50
Dead End East
0.146
0.146
Bit
F 2 3
7
Inlet Terrace
Seaville
Somers
Cul-de-sac North
0.061
0.061
Bit
f
C
6
New Vernon Road
Seaville
Somers Ave
North
0.079
0.079
Bit
G
7
Stagecoach Road
1
Seaville
US Rt-9
Hope Corson Rd
0.911
0.911
Bit
F
C
C
53
Bayview Drive
Strathmere
Prescott Ave
South of Prescott Ave
0.010
0.010
Bit
p
Evio John Court
Palermo
Oceancrest Ave
2 - Cul-de-sac's each way
0.167
0.167
1987
1981 Bit
F 6
C
C
10
Oceancrest Avenue
3
Palermo
Dead End South of Evio-Jo Cul-de-sac North of Delores Ave
0.127
0.127 19871994
Bit
F 8
C
5
Sleepy Hollow Road
Palermo
Stagecoach Road
West to Cul-de-sac
0.165
0.165
1986
Bit
F 4
C
C
13
East Sunrise Road
Petersburg
N. & S. Sunset Dr. & W. Su Dawn Dr.
0.279
0.279
Bit
G
C
12
Sunset Drive
Petersburg
Rt-50
Dawn Dr & N Sunset Dr
0.210
0.210
Bit
F
C
25
Old Tuckahoe Road
2
Petersburg
Dead End West of Perry RdCul-de-sac East of Dennisville Rd
0.901
0.901
Bit
P 2
40
Meadowview Drive
Tuckahoe
Rt-50
Dead End East
0.080
0.080
Bit
P 8
4
Mosquito Landing
Tuckahoe
Rt-50
Dead End East
0.500
0.500
Bit
P
5
Total Miles of streets to be rehabilitated 18.728
Previous Projects
Length of Project
Contract Cost
2014
5.033
Miles
1,019,787.20
$
202,620.15
$
/ mile
paving, milling, no curb
2009
0.693 miles
200,535.00
$
289,533.72
$
/ mile
paving, milling, no curb
2008
0.928 miles
278,000.00
$
299,436.96
$
/ mile
paving, milling and curb
Estimated cost
per mile
Total Cost
Annual Cost in
2016 dollars
18.728 miles
263,863.61
$
4,941,674.65
$
/ 10 years
494,167.47
$
/mile
2016 Capital Bond
5.549 miles
1,598,328.01
$
288,042.27
$
/ mile
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performance bond
Evidence Detected
"...Each bidder must deposit with his bid a certified check, cashier’s check, or bid bond in the amount of not less than ten (10) percent of the total lump sum bid but not in excess of $20,000.00, and a certified statement from a bonding company guaranteeing the furnishing of a Performance Bond...."
liquidated damages
Evidence Detected
"...The successful bidder, upon his failure or refusal to execute and deliver the contract required within eight (8) days after he has received notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid...."
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Contacts
Paul E. Dietrich
Township Engineer · Upper Township Engineer's Office
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Township Clerk · Upper Township Clerk’s Office
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First Discovered
May 22, 2026
Last Info Update
May 22, 2026
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