THE FOLLOWING IS ADDED Sample Clauses
THE FOLLOWING IS ADDED. 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: Where: BP = Bid Price Q= Surface Requirement Lot Quantity PR= percent reduction as specified in Table 507.03.02-2
THE FOLLOWING IS ADDED. This Section describes the requirements for scarification of subsoil in areas of compacted soils prior to topsoiling, fertilizing and seeding and/or planting. THE FIRST IN THE LIST IS CHANGED TO: Coarse Aggregate (No. 57, or 67) 901.03
THE FOLLOWING IS ADDED. New steel junction box covers shall be furnished and installed at the locations indicated on the Plans or as directed by the Engineer. Prior to installing the new cover, all dirt and debris within existing junction boxes shall be removed and disposed of by the Contractor. Any screws broken off in existing junction boxes shall be drilled out and new threads shall be tapped in the hole and a matching cover screw shall be installed.
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: FOLLOWING ARE REFERENCE DOCUMENTS:
THE FOLLOWING IS ADDED. Where Programs are not acquired for the purposes of a business as defined in the Consumer Guarantees Act 1993, the limitations in this Section are subject to the limitations in that Act.
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. Ensure the policy names JCP&L, its officers, employees and agents as additional insured.
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: Where: BP = Bid Price Q= Surface Requirement Lot Quantity PR= percent reduction as specified in Table 507.03.02-2 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.