THE FOLLOWING IS ADDED. (a) Individuals Authorized to Order Under The Contract.
THE FOLLOWING IS ADDED. Concrete deck repair shall consist of full and partial depth repairs. All repairs shall be partial depth unless otherwise directed by the Resident Engineer. Partial depth repairs shall consist of removing all delaminated and/or deteriorated deck concrete to the level of sound concrete and to a minimum depth of 1 inch below the bottom of the top mat of existing reinforcing steel. Quick Setting concrete patch material, Type 1A, shall then be placed to the level required on the plans. If the existing bottom mat of reinforcing bars in any given repair area is exposed during normal concrete removal operations, then, upon approval of the Engineer, repair shall be full depth. Full depth repairs shall consist of removing all delaminated and/or deteriorated deck concrete for the full depth of the existing deck and placing Quick Setting concrete patch material, Type 1A, to the level of the existing concrete deck. For all structures, traffic control plans for the roadway(s) under the bridges shall be submitted in accordance with Subsection 105.05 in the case that temporary shielding shall be required.
THE FOLLOWING IS ADDED. The Department will make a payment adjustment for concrete surface requirement quality in deck slabs and approach, by the following formula: Pay Adjustment = Q x BP x PR Where: BP = Bid Price Q= Surface Requirement Lot Quantity PR= percent reduction as specified in Table 507.03.02-2 SECTION 513 – RETAINING WALLS 513.01 DESCRIPTION THE FOLLOWING IS ADDED: This section also describes the requirements for constructing soldier pile and lagging (panel) walls
THE FOLLOWING IS ADDED. For MSE Walls, use either Soil Aggregate, I-15 or Coarse Aggregate, No. 57. For Prefabricated Modular Retaining Walls and T-Wall, use either Soil Aggregate, I-9 or Coarse Aggregate, No. 57.
THE FOLLOWING IS ADDED. If We cancel this Contract, the cancellation is not effective until 15 days after notice of cancellation has been mailed to You.
THE FOLLOWING IS ADDED. If You cancel this Contract and the refund is not processed within 45 days, a 10% penalty will be added to the refund for every 30 days the refund is not paid. Part III. GENERAL PROVISIONS, Item 8.b.4. FILING A CLAIM, the following is added to Your Contract. If prior authorization cannot be obtained, You may proceed with emergency repairs and notify Us as soon as possible.
THE FOLLOWING IS ADDED. Where Programs are not acquired for the purposes of a business as defined in the Consumer Xxxxxxxxxx Xxx 0000, the limitations in this Section are subject to the limitations in that Act.
THE FOLLOWING IS ADDED. The Department will make a payment adjustment for concrete surface requirement quality in deck slabs and approach, by the following formula: Pay Adjustment = Q x BP x PR Where: BP = Bid Price Q= Surface Requirement Lot Quantity PR= percent reduction as specified in Table 507.03.02-2 DIVISION 550 – STRUCTURE REHABILITATION SECTION 554 – PAINTING EXISTING BRIDGES 554.01 DESCRIPTION THE ENTIRE SUBSECTION IS CHANGED TO: This Section describes the requirements for surface preparation and painting of all surfaces of existing and proposed structural steel and surfaces of other metals. Surface preparation will consist of power tool cleaning (SSPC-SP3) of rusted areas, and cleaning of all steel surfaces as per SSPC-SP1 and SP2. Lead paint may be encountered on the top flange of the existing girders (currently concrete-encased). Repair or remove all damage to or paint overspray on these components/materials to the satisfaction of the RE at the Contractor’s or Subcontractor’s expense. Remove all debris and other products accumulated on the steel surfaces prior to cleaning and painting. Prior to the submission of the bid, review existing plans, examine the condition of the existing steel structures and metals, concrete pier caps surfaces. The submission of a bid is conclusive evidence that the bidder has made such an examination, is fully aware of the conditions and the quantities to be encountered in performing the work as described in the requirements of the contract documents.
THE FOLLOWING IS ADDED. For the existing steel members, a three coat system consisting of one full coat sealer at 1-2 mils to entire steel structures, one spot coat of Aluminum Epoxy Mastic, minimum 6 mils, to the spot cleaned areas, and one full polyurethane finish coat (minimum 3 mils) to the entire steel structure. In addition to the above, make sure the coating system is listed on the approved NEPCOAT product list. The Department reserves the right to choose any manufacturer’s coating system from the approved NEPCOAT list. Ensure all products for the complete system, including thinners and solvents, are from the same manufacturer and from the Qualified Paint List. Submit the samples and technical information, as described in Subsection 106.05, for the selected coating system to NJDOT Bureau of Materials. Submit to the RE the manufacturer's recommended repair procedures to correct damage such as that caused in handling and shipping, deficient or excessive coating thickness, removal of zinc salts and other contaminants that would be detrimental to succeeding coats, and procedures for surface preparation and painting of rust spots. Provide the services of a paint or a painting technical representative from the paint manufacturer at the beginning of operations and whenever required during operations.
THE FOLLOWING IS ADDED. The RE will verify that all blood monitoring is conducted at a New Jersey clinical laboratory approved by OSHA, and has demonstrated proficiency in blood lead analysis. A list of all currently approved laboratories for the State of New Jersey can be obtained from the following web site: xxxx://xxx.xxx.xxx/niosh/topics/XXXXX/State-Contacts.html FOLLOWING ARE REFERENCE DOCUMENTS:
