688-3 08
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 600 STANDARD SPECIFICATIONS (USC) January 1, 202 4 VOLUME 3 C. Solid Line and Edge Line. 90 percent measured longitudinally of the total length of solid line or edge line in any 500 feet long pavement section.
D.Channelizing Line, Stop Line, Crosswalk Lines, Clearance Line and Crossbars, Hatch Lines, Letters and Symbols. 90 percent by area of any individual line, letter or symbol. When required all repair or replacement work shall be performed in accordance with this specification and completed within 60 calendar days of the earliest allowable installation date as specified in Table 1, for that location. The Engineer shall determin e the limits or quantity of preformed to be repaired or replaced. Upon completion of the final performance inspection, or after satisfactory completion of any necessary corrections, the Engineer will, within 10 calendar days, notify the Contractor in writing, of the date of such final performance inspection and release t he Contractor from further performance responsibility. Pavement striping on –going projects will be measured as the total of the striping applied, if after the final 180 day performance period, damage to the striping is not in excess of that specified (e.g. If 95% of the edgeline striping is intact in a 500 fee t pavement section, the edgeline will be measured as the full 500 feet of applied marking. No deduction will be made for the damaged 5% (25 feet) of striping). Measurement for striping with a plan width greater or less than the basic 4 inches as shown on the plans or as directed by the Engineer, will be made by the following method: Plan Width of Striping (inches) x Feet 4 inches No payment will be made for the number of feet of gaps between broken or dotted line segments. Letters and symbols will be measured by each unit applied. A unit will consist of one letter or one symbol. Example: “SCHOOL” would be measured as six units. Double and triple headed arrows will be measured as a single unit, but the “X” in railroad grade crossing markings ( MUTCD Figure 8B -6) will be measured by feet of 4 inch stripe.
688-5 BASIS OF PAYMENT. The accepted quantities of markings will be paid for at the contract unit
price, which shall include the cost of furnishing all labor, materials and equipment to satisfactorily complete the work. The cost of cleaning pavement surfaces of oil, dirt, dus t, grease and similar foreign materials shall be included in the price bid. The cost of removal of concrete curing compounds and existing pavement markings will be paid under separate items and are not included in this item. Payment will be made under: Item No. Item Pay Unit 688.01 White Preformed Reflectorized Pavement Stripes Feet 688.02 Yellow Preformed Reflectorized Pavement Stripes Feet 688.03 White Preformed Reflectorized Pavement Letters Each 688.04 White Preformed Reflectorized Pavement Symbols Each SECTION 689 (VACANT) SECTION 690 - SPECIALTY WORK
690-1 DESCRIPTION. The work in this section shall include specialty work required for transportation
projects.
697-1 01
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 600 STANDARD SPECIFICATIONS (USC) January 1, 202 4 VOLUME 3 690-2 MATERIALS. Materials shall be as specified in the special specifications.
690-3 CONSTRUCTION DETAILS. The extent of work and construction requirements will be
covered by special specifications in the contract documents.
690-4 METHOD OF MEASUREMENT. As specified in the special specifications.
690-5 BASIS OF PAYMENT. As specified in the special specifications.
SECTIONS 691 THRU 695 - (VACANT) SECTION 696 - CONTRACTOR CHARGES (for Construction’s use only)
696-1 DESCRIPTION. This section will provide for the accounting of charges assessed against the
Contractor in accordance with the contract documents.
696-2 MATERIALS. None specified.
696-3 CONSTRUCTION DETAILS. The Department may assess the Contractor charges for
Engineering Charges and/or Liquidated Damages against monies due the Contractor in accordance with §108 -03 Failure to Complete Work On Time, or may make other charges in accordance with the contract. These charges will be assessed using the contract pay items in this section.
696-4 METHOD OF MEASUREMENT. These contract pay items will not be shown in the itemized
proposal. Contractor charges will be measured on a Dollars -Cents basis.
696-5 BASIS OF PAYMENT. Should the Contractor be assessed charges, the amounts will be
accounted for using the contract pay items in this section. Assessed charges will be deducted from a contract payment processed after the determination that charges will be made, or, if the C ontractor is not due monies sufficient to recover the assessed charges, the State may utilize other methods of recovery. Payment will be made under: Item No. Item Pay Unit 696.01 Engineering Charges Dollars Cents 696.02 Liquidated Damages Dollars Cents 696.03 Contractor Charges – Other Dollars Cent s SECTION 697 - FIELD CHANGE PAYMENT (Last Revised January , 2020)
697-1 Description
697-1.01 General. The Field Change Payment (FCP) provides a contract contingency allowance for the
timely payment of authorized extra work that was completed to fulfill the intent of the contract documents.
697-1.02 Eligible Work. Only the following extra work will be eligible for FCP item payments:
A.Work within the scope of the contract.
B.Completed additional quantities of existing contract items of work processed as unit bid prices:
Source: New York Standard Specifications, 2024 Edition. Pages 816–816 of 1,264.