537 Traffic control devices completely destroyed by traffic or any other means shall be replaced by the Contractor, with no additional payment to the Contractor. A payment of ¼ the rate shown shall be made to the Contractor for any traffic control devices that the Contractor moves more than 500 feet when directed by the Engineer. This rate shall not apply for continuous type operations such as resurfacing projects. Payment for continuo us type operations shall be made for the initial placement only. No additional compensation will be made for the moving of traffic control devices made necessary due to the nature of continuous type work. When Cones are specified as the temporary channe lizing device in a project, the Contractor may, at their option, utilize Channelizer Cones in lieu of Cones. However, the unit value assigned to the Channelizer Cones in this case shall be equal to the established unit value assigned to Cones. TRAFFIC CONTROL DEVICES RATE SCHEDULE Device # Description Value in Units Each Traffic Control Device 1 Signs on portable mounts and barricades (Total sign area 16 sq. ft. or greater) 170 2 Signs on portable mounts and barricades (Total sign area less than 16 sq. ft.) 80 3 Signs on permanent posts (Total sign area 16 sq. ft. or greater) 180 4 Signs on permanent posts (Total sign area less than 16 sq. ft.) 90 5 Barricades -Type I 35 6 Barricades -Type II 60 7 Barricades -Type III 90 8 Drums 60 9 Cones 5 10 Vertical Panel or Ground Mounted Delineators 10 11 Barrier or Guardrail Mounted Delineators (Bid Incidental to Barrier or Guardrail) 0 12 Channelizer Cones 40 13 Oversize signs 300 Payment for furnishing, installing, and maintaining the work area signs indicating fines shall be as part of Item 636011 -*. “Traffic Control Devices .” And all the previous provisions of this Article shall apply.
636.23.7 Water for Dust Palliative: Water for dust palliative will be measured and paid
for under Item 637001 -*. 538 636.23.8 -Eradication of Pavement Marking: The quantity of "Eradication of Pavement Markings" shall be the square feet of line, symbol, and arrow material removed from the pavement. Quantity calculations shall be based on design widths of markings and the following tables, and shall not be based on field measurements of actual line widths which may be slightly less or greater than the design width due to overspray or spray guns being slightly out of adjustment. Add itional quantity shall not be added for additional effort required for removal of remnants of previously applied markings left exposed due to non -precise retracement. Description Value of Square Feet Edge Lines, Lane Lines, Centerline, Channelizing Lines, Stop and Crosswalk Lines, Stripes, Curb, and Island Markings 6-inch Line = # of feet of 6 -inch line removed / 2 Example: 10 feet of 6 -inch line removed / 2 = 5 SF 8-inch Line = # of feet of 8 -inch line removed / 1.5 Example: 10 fee t of 8 -inch line removed / 1.5 = 6.7 SF 12-inch Line = # of feet of 12 -inch line removed x 1 Example: 10 feet of 12 -inch line removed x 1 = 10 SF 24-inch Line = # of feet of 24 -inch line removed x 2 Example: 10 feet of 24 -inch line removed x 2 = 20 SF Description Standard Detail Sheet * Value of Square Feet Symbol Markings Yield Triangle TEM -3 (sh 2 of 3) 2.8 Handicapped Symbol TEM -5 16.0 Bicycle Symbol TEM -3 (sh 2 of 3) 6.0 Arrows One Direction (Left/Right Turn) Arrow TEM -3 (sh 1 of 3) 17.0 Straight Arrow TEM -3 (sh 1 of 3) 12.0 Multi Direction Arrow TEM -3 (sh 1 of 3) 29.0 Wrong Way Arrow TEM -3 (sh 1 of 3) 24.0 Lane Drop Arrow TEM -3 (sh 1 of 3) 42.0 Roundabout with One Arrow, LE TEM -3 (sh 3 of 3) 28.0 Roundabout with One Arrow, TE TEM -3 (sh 3 of 3) 31.0 Roundabout with One Arrow, RE TEM -3 (sh 3 of 3) 15.0 Roundabout with Multiple Arrows, LTRE TEM -3 (sh 3 of 3) 43.0 Roundabout with Multiple Arrows, LRE TEM -3 (sh 3 of 3) 36.0 Roundabout with Multiple Arrows, LTE TEM -3 (sh 3 of 3) 39.0 Roundabout with Multiple Arrows, TRE TEM -3 (sh 3 of 3) 39.0 Lane Letter “R X R” TEM -3 (sh 2 of 3) 59.0 “SCHOOL” ** 34.0 539 Description Standard Detail Sheet * Value of Square Feet “X-ING” ** 21.0 “ONLY” TEM -3 (sh 2 of 3) 22.0 “STOP” TEM -3 (sh 2 of 3) 23.0 “RIGHT” TEM -3 (sh 2 of 3) 26.0 “LEFT” TEM -3 (sh 2 of 3) 20.0 “TURN” TEM -3 (sh 2 of 3) 24.0 “LANE” TEM -3 (sh 2 of 3) 24.0 “YIELD” ** 24.0 * WVDOH Standard Details Vol. II, latest edition ** Marking not included in the Standard Details. Value is based on 8 foot height lettering shown in the FHWA Standard Highway Signs and Markings book.
636.23.9 Temporary Pavement Markings -Paint: The quantity of “Temporary
Pavement Markings -Paint” shall be the linear feet of six (6) inch or eight ( 8) inch Solid line actually placed on the pavement.
636.23.10 Temporary Pavement Markings -Tape: The quantity of “Temporary
Pavement Markings -Tape” shall be the linear feet of six (6) inch or eight ( 8) inch Solid line actually placed on the pavement.
636.23.11 Temporar y Raised Pavement Markers: The quantity of "Temporary Raised
Pavement Markers" shall be the actual number of markers placed on the pavement. Payment shall include the subsequent removal of the temporary pavement markers.
636.23.12 Cleaning of Project Traffic Control Devices: The quantity of "Cleaning of
Project Traffic Control Devices" shall be the actual number of times that all of the traffic control devices, including all channelizing devices, are cleaned on the entire project. Payment will be mad e for each time all the devices on the whole project are cleaned.
636.23.13 Cleaning of Individual Traffic Control Devices: The quantity of "Cleaning
of Individual Traffic Control Devices" shall be the actual number of individual traffic control devices cleaned. When temporary guardrail barricades are cleaned, each barrel will be considered an individual device when payment is made under this item. No additional payment shall be made for the cleaning of any delineator regardless of the type of material. Such costs shall be incidental to the cost of cleaning other traffic control devices. For cleaning purposes, any traffic control device attached to a barricade shall be considered part of the barricade. Similarly, any warning light attached to a sign shall be considered part of the sign.
636.23.14 Flagger: Flagger shall include the cost of furnishing, installing, maint aining
and moving of the "Advance Flagger" signs along with the actual flagging of traffic. The flaggers shall be paid for the actual authorized time controlling traffic and up to 30 minutes travel from a previous assignment. 540 636.23.15 -Traffic Directo r: The quantity "Traffic Director" shall be the actual number of hours worked in traffic control. The traffic director shall be paid for the actual authorized time controlling traffic which includes the cost for the police vehicle.
636.23.16 Temporary Traffic Signal: "Temporary Traffic Signal" shall include the
furnishing and installation of complete and operational temporary traffic control signals. It shall also include adjusting and/or furnishing equipment and/or components for existing traffic signals to address different phases of construction work. Payment shall include interconnection, maintaining, relocating, resetting, and removal of all equipment and material necessary to adequately meet the requirements of the Traffic Control Plan and shall be measured as complete unit and paid by the month, or fraction thereof, or Lump Sum as appropriate.
636.23.17 Temporary Barrier: The quantity of “Temporary Barrier” shall be the linear
feet of barrier actually placed. Payment shall include terminal connecting devi ces, delineators, anchoring, maintaining, dismantling, removal and disposal of the barrier and devices when no further use is required.
636.23.18 Removing and Resetting Temporary Barrier: The quantity of “Removing
and Resetting Temporary Barrier” shall be the linear feet of barrier reused in a different location. Payment shall include temporary storage if necessary, re -erecting, maintaining, dismantling, removal and disposal of the barrier.
636.23.19 Temporary Guardrail Barrier: The q uantity of "Temporary Guardrail
Barrier" shall be the linear feet of barrier actually placed, including the last twenty five (5) foot connector section. Payment shall include the dismantling, removal and disposal of the barrier and temporary connectors wh en no further use is required.
636.23.20 Removing and Resetting Temporary Guardrail Barrier: The quantity of
"Removing and Resetting Temporary Guardrail Barrier" shall be the linear feet of barrier reused in a different location. Payment shall include t emporary storage, if necessary, re - erecting, maintaining, dismantling, removal and disposal of the barrier.
636.23.21 Electric Arrow: The quantity of "Electric Arrow" shall be the actual number
of days that the arrow is used on the project.
636.23.2 2-Portable Message Sign: The quantity of “Changeable Message Sign” and
“Speed Motoring Trailer” shall be the actual number of days that the sign is used on the project.
636.23.23 Temporary Lighting: “Temporary Lighting” shall be on a lump sum basis an d
shall include the furnishing, installing, maintaining and removal of all equipment and material necessary to adequately meet the requirements of the Traffic Control Plan.
636.23.24 Temporary Pipe for Maintaining Traffic: The quantity of "Temporary Pip e
for Maintaining Traffic" shall be the linear feet of pipe actually placed, as detailed on the Plans. Payment shall include the removal and disposal of the pipe when no longer needed. 541 636.23.25 -Warning Lights: The quantity of "Warning Lights" shall be the actual number of days that a light is used on the project.
636.23.26 Shadow Vehicle: A “Shadow Vehicle” shall be on a per -month basis and shall
include the flashing beacon, fuel, crew and truck -mounted attenuator used in conjunction with the vehicle. The Department will measure the item by actual number of months the vehicle is used on the project. Partial months will be paid for as a full month.
636.23.27 Temporary Impact Attenuating Device: One unit of “Temporary Impact
Attenuating Device” shall be paid at the time of initial installation of a device, as described in Section 636.12 , at each unique location within the project. However, over the life of the project the Contractor shall not be paid for a quantity of this item exceeding the maximum number of individual devices required to be in place on the project at a specific time. E ach installation beyond this quantity shall be paid for using the “Remove and Reset Attenuator Device” item.
636.23.28 Remove and Reset Attenuator Device: This item shall be measured and paid
for in accordance with the provisions of Section 636.23.27.
636.24 Basis of Payment :
The quantities, determined as provided above, will be paid for at the contract unit price bid for the items listed below, which prices and payment shall be full compensation for furnishing all the materials and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, supplies and incidentals necessary to complete the work. When aggregate for maintaining traffic, dust palliatives, flagger, traffic director, cleaning of traffic control devices or the electric arrow are contained in the contract as pay items, payment for such pay items will not be made subsequent to the date of required completion of the project. “Temporary Structure for Maintaining Traffic” will be paid as partial payments with the following schedule:
i.The Contractor will be paid 75% of the bid price for this item after all the temporary structure work is complete and it is being used to maintain tr affic. ii. The remaining 25% will be paid when it is all removed. If during the prosecution of the work, additional items under this Section, not included in the contract, are found to be necessary as determined by the Engineer, payment for such additional items will be made under the provisions of 104.3.
636.25 Pay Items :
ITEM DESCRIPTION UNIT 636002 -* Aggregate For Maintaining Traffic, ** Ton 636005 -* Temporary Structure For Maintaining Traffic Lump Sum 636006 -* Pilot Truck And Driver Day 636007 -* Eradication of Pavement Marking Square Foot 636008 -* Temporary Pavement Marking -Paint Linear Foot 636009 -* Temporary Pavement Marking -Tape Linear Foot 636010 -* Temporary Raised Pavement Marker Each 636011 -* Traffic Control Device Unit
Source: West Virginia Standard Specifications for Road and Bridge Construction, 2023 Edition. Pages 557–561 of 1,006.