Is seeking qualified SBEs, DVOB
Outreach Coordinator
Colleens Connors-Casenta
Project Estimator
Brian Jepsen
Telephone
(201) 867-5070 Ext. 7136
Fax
(000) 000-0000
Address
150 Meadowlands Parkway, 2nd Floor
Secaucus, NJ 07094
Project Name
Bridge Superstructure and Median Barrier Reconstruction MP 74.3 to 76.5
Bid/Contract #
T100.586
Awarding Agency
NJTA
Project Location
Township of Monroe & South Brunswick, Middlesex County, NJ
Bid Date
06/03/2021 at 11:00
Project Details
Duration: 10/18/2024
NJ SBE Goal: 25% - Cat 4 & 5
NJ DVOB Goal: 3%
We are encouraging NJ SAVI SBE and DVOB Subcontractors and Vendors who are registered with NJ SAVI found at the following internet address: https://www20.state.nj.us/TYTR_SAVI/vendorSearch.jsp to participate in this project.
All proposals must include: Bid Item Numbers; Addenda's; Copy of NJ SAVI SBE & DVOB Certificate*; Copy of NJ Public Works Certificate*; Copy of NJ Business Registration Certificate
*All NJ SAVI SBE & DVOB certificates and NJ Public Works certificates must be current at bid time and remain current for the duration of the project.
Milepost 74.3 to 76.5
Proposals are invited for Contract No. T100.586, which involves reconstruction of bridge decks, superstructure replacement, superstructure and substructure rehabilitation, median barrier reconstruction, roadway improvements, and maintenance and protection of traffic measures on Structure Nos. 74.31 (Turnpike Mainline (NSI & SNI Roadways) over Conrail Jamesburg Branch) and 74.39 (Turnpike Mainline (NSI & SNI Roadways) over Cranbury-South River Road) from Milepost 74.3 to 76.5 in Middlesex County, New Jersey.
SUBCONTRACTING & MATERIAL SUPPLY OPPORTUNITIES INCLUDE, but are not limited to, the following:
Demolition of Existing Structures No. 1 ................................................................................. Lump Sum
Hot Mix Asphalt, Various Courses ......................................................................................... 19,610 Tons
Pavement Removal, Various Depths ...................................................................................... 87,840 Square Yards
Reinforcement Steel, Galvanized ............................................................................................ 499,592 Pounds
Concrete in Substructure Above Footings ............................................................................. 76 Cubic Yards
Drill and Grout Reinforcement Bars ....................................................................................... 2,326 Each
Reinforcement Steel, Epoxy Coated ........................................................................................ 202,582 Pounds
Strip Seal Expansion Joints ...................................................................................................... 282 Linear Feet
Reinforcement Bar Coupler, Galvanized ............................................................................... 4,144 Each
Modular Expansion Joints ........................................................................................................ 490 Linear Feet
Structural Steel .......................................................................................................................... 1,120,664 Pounds
Laminated Elastomeric Bearings ............................................................................................. 176 Each
Repainting Steelwork No. 1 (Structure No. 74.31, Approx. 23,300 S.F.) ............................ Lump Sum
Containment, Environmental and Worker Protection (Approx. 18,000 S.F.) .................... Lump Sum
Blast Cleaning of Existing Steel ............................................................................................... 21,100 Square Feet
Removal of Existing Concrete Deck ....................................................................................... 1,820 Square Yard
Parapet Reconstruction, Location Nos. 1 & 2 ........................................................................ 121 Linear Feet
Reconstruct Bearing Area......................................................................................................... 80 Each
Temporary Support .................................................................................................................. 97 Each
Replace Concrete Diaphragm .................................................................................................. 50 Each
Concrete, HPC ........................................................................................................................... 1,617 Cubic Yards
Concrete Median Barrier, Roadway ....................................................................................... 5,650 Linear Feet
Beam Guide Rail ........................................................................................................................ 4,000 Linear Feet
Underbridge Lighting ............................................................................................................... Lump Sum
Maintenance and Protection of Traffic ................................................................................... Various Units
STANDARD SPECIFICATIONS
The Standard Specifications of the New Jersey Turnpike Authority (Authority), Seventh Edition, dated 2016, copies of which are issued separately, as amended and augmented by the Supplementary Specifications, shall govern the construction of this Project and the execution of the Contract. The 2016 Standard Specifications are available electronically on the Authority's Website (https://www.njta.com/doing-business/2016-standard-specifications). The attention of the Bidders is specifically directed to the provisions of such Standard Specifications, which are hereby made a part hereof, as if fully set forth at length herein.
The New Jersey Department of Transportation (NJDOT) 2019 Standard Specifications for Road and Bridge Construction, as amended and augmented by the NJDOT Special Provisions herein, shall govern only the scheduled items of work for non-Authority roadways within this Contract where indicated by the following Authority Supplementary Specifications. NJDOT's 2019 Standard Specifications for Road and Bridge Construction is available electronically here: https://www.state.nj.us/transportation/eng/specs/2019/Division.shtml. For such scheduled items of work, the NJDOT QPL shall govern over the Authority QPL. NJDOT's 2019 Item List is available here: https://www.state.nj.us/transportation/business/aashtoware/estimation.shtm.
The applicable portions of the NJDOT Standard Specifications are as follows:
New Jersey Department of Transportation
Section 158 - Soil Erosion and Sediment Control and Water Quality Control
Section 159 - Traffic Control
Division 600 - Miscellaneous Construction
Division 900 - Materials
Within Division 100 - 900 of the NJDOT Standard Specifications, all references to Subsection 105.05 Working Drawings shall be construed to mean Subsection 104.08 of the New Jersey Turnpike Authority Standard Specifications, as amended by these Supplementary Specifications.
SUPPLEMENTARY SPECIFICATIONS
The following clauses represent modifications to the corresponding Subsections of the Standard Specifications and Sections and Subsections added to the Standard Specifications, all relating exclusively to the above Contract. Any applicable provision in the Standard Specifications not amended by and not in conflict with the Supplementary Specifications shall be understood to be in full effect.
Plans, Specifications, Addendum, and Boiler Plate Templates of our Subcontract/Purchase Order ("Agreement") are available on SmartBidNet.com, your firm will be required to execute IF AWARDED the contract. You must base your bid upon the contractual terms and conditions as they are reflected in the Agreement, without amendment. The upstream contractual environment on the Project is demanding and we will not entertain revision to the contractual boilerplate, which should instead be reflected in your bid price. Any questions or concerns please email Colleen Connors-Casenta at cconnors@schiavone.net.
All proposals and scopes to be uploaded to smartbid and emailed three (3) days prior to bid to our Lead Estimator, Brian Jepsen (bjepsen@schiavone.net) and emailed to cconnors@schiavone.net.
Please advise what work you are coded for along with description.
Thank you in advance for your cooperation
Questions or concerns may be addressed via email to cconnors@schiavone.net.
Schiavone is an Equal Opportunity Employer/Contractor.
Your participation is greatly encouraged and appreciated.
How to get in touch
Outreach Coordinator
Colleens Connors-Casenta
Project Estimator
Brian Jepsen
Telephone
(201) 867-5070 Ext. 7136
Fax
(000) 000-0000
Address
150 Meadowlands Parkway, 2nd Floor
Secaucus, NJ 07094