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Published January 16, 2026 at 7:00 PM
Updated January 17, 2026
This is a service / maintenance or supply contract in Toms River, New Jersey. Contact the soliciting agency for additional information.
The purpose of this bid package is to provide the County of Ocean with a Contractor who will supply the materials or services described and specified herein. RIPRAP PER 2007 NJ DOT SPECS FOR ROADS & BRIDGES All materials shall meet the following requirements: Dumped Riprap: Stone used for dumped riprap shall be hard, durable, angular in shape; resistant to weathering and to water action; free from overburden, spoil, shale and organic material; and shall meet the gradation requirements for the class specified. Neither breadth nor thickness or a single stone should be less than one-third its length. Pounded stone or boulders will not be accepted unless authorized by special provisions. Shale and stone with shale seams are not acceptable. The minimum weight of the stone shall be 155 pounds per cubic foot as computed by multiplying the specific gravity (bulk-saturated-surface-dry basis, A.A.S.H.O. Test T 85) times 52.3 pounds per cubic foot. In the absence of service records, resistance to disintegration from the type of exposure to which the stone will be subjected will be determined by any or all of the following tests as stated in the special provisions: 1. When the abrasion test in the Los Angeles machine (A.A.S.H.O. Test T 96) is used, the stone shall have a percentage loss of not more than 40 after 500 revolutions. 2. When the sulfate soundness test (A.A.S.H.O. Test T 104 for ledge rock using sodium sulfate) is used, the stone shall have a loss not exceeding 10 percent after five cycles. 3. When the freezing and thawing test (A.A.S.H.O. Test 103 for ledge rock procedure A) is used as a guide to resistance to weathering, the stone should have a loss not exceeding 10 percent after 12 cycles of freezing and thawing. Direct all inquiries to Jennifer L. Bowens, Purchasing Agent. Bidders are required to comply with the requirements of N.J.S.A. 10:5-31 et seq. and P.L. 1975 C. 127 (N.J.A.C. 17:27-1 et seq.) regarding equal employment opportunities and with the requirements of P.L. 1977 C.33 regarding corporate and/or partnership ownership. The right to reject any and all bids is reserved in accordance with applicable law.
Sub-Bidding
Roads / Highways
Public - County
Service, Maintenance and Supply
Documents for this project are exclusively Specifications. If Plans become available, we will add them here.
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