412 607.7 -BASIS OF PAYMENT : The quantities, determined as provided above, will be paid for at the contract unit prices bid for the items listed below, which prices and payments shall constitute full compensation for furnishing, preparing, placing, and erecting all materials, and all labor, tools, equipment, supplies such as nuts, bolts, washers, cables and any other incidentals ne cessary to complete the work. Tangent End Terminal Repair and Flared End Terminal Repair will be paid for at the percentage calculated above of the unit price bid for that item. Payment for Cut Slope Terminal Type A shall include extra -length guardrail p osts as required, rubrail, excavating and backfilling the trench, reshaping, seeding and mulching of the cut slope, and either concrete block or soil plate anchor complete and in place. Payment for Cut Slope Terminal Type B shall include extra -length guar drail posts as required, drilling holes into the cut slope, and furnishing and installing rock bolts (2), end shoes (2), rubrail, and all other necessary hardware to complete the installation.
607.8 -PAY ITEMS : ITEM DESCRIPTION UNIT 607001 -* Type 1 Guardrail, Class “class” Linear Foot 607005 -* Type 5 Guardrail , Class “class” Linear Foot 607006 -* Thrie Beam Guardrail Bridge Transition Each 607007 -* W-Beam Guardrail Bridge Transition Each 607009 -* “Type” Guardrail, Removed and Reset Linear Foot 607010 -* “Type” Guardrail, Removed and Stored Linear Foot 607010 -* Guardrail Removal Linear Foot 607011 -* Reset “Type” Guardrail, “class” Linear Foot 607025 -* Cut Slope Terminal , Type “type” Each 607030 -* Special Trailing End Terminal Each 607035 -* Guardrail Element Each 607036 -* Guardrail End Shoe Each 607037 -* Buffer End Section Each 607039 -* 6 x 6 x 14 inch Treated Wood Block Each 607040 -* 8 x 6 x 14 inch Treated Wood Block Each 607041 -* 13 foot – 6.5 inch Curved Rail Element Each 607042 -* 6 foot Steel Post Each 607043 -* 8 foot Steel Post Each 607044 -* 8 x 6 x72 inch Treated Wood Post Each 607045 -* 5.5 x 7.5 x 44 inch Treated Wood Post Each 607046 -* 7 inch Round x 6 foot Treated Wood Post Note 1 Each 607047 -* 10 x 10 inch x 6 foot Treated Wood Post Each 607048 -* Structure Mounted Post, Anchored Each 607049 -* 10 foot Steel Post Each 607050 -* 8 x 6 inch x 5 foot Steel Tube Sleeve Each 607051 -* Remove And Reset Guardrail Post Each 607065 -* Flared End Terminal Each 607066 -* Tangent End Terminal Each 607081 -* Tangent End Terminal Repair , “system name” Each 607082 -* Flared End Terminal Repair , “system name” Each * Sequence number Note 1: For repair and replacement of existing round treated wood post only.
413 RIGHT -OF-WAY FENCE
608.1 -DESCRIPTION : This work shall consist of the construction of fences and gates of the types designated, in accordance with these Specifications and in reasonably close conformity with the lines, grades, locations, and dimensions shown on the Plans or established by the Engineer.
608.2 -MATERIALS : Materials shall meet the requirements specified in the following Subsections of
MATERIAL SUBSECTION Aluminum Paint (Aluminum -Coated Repair) 711.9 Barbed Wire 712.10 Chain Link Fence * 712.8 Concrete for Footers 715.12 Farm -Field Fence (Woven Wire) 712.9 Pressure Treated Wood Posts and Braces 710.3, 710.5 Steel Posts, Post Braces and Gate Frames 709.46 Zinc Rich Primer (Galvanized Repair) 711.21
* Chain link fence fabric may be zinc -coated steel or aluminum -coated steel
Posts for farm -field fence may be of either steel or wood, and the Contractor shall indicate at the pre-construction conference the type of post the Contractor elects to use and that type shall be used throughout the Project. Gate frames shall be constructed of tubing having the dimensions and weights called for on the Plans. Gate frames may be constru cted using pressed steel corner fittings or die -cast aluminum corner fittings, may be provided with heavy malleable iron corner fittings or otherwise shall be of an adequate, sturdy design. Gate frame corner attachments may be of welded construction, if t he gate frame receives its coating protection after fabrication of the gate structure is completed. All gate frames shall have truss rods as shown on the Plans. All gates shall be equipped with approved latches, stops, suitable locking devices, and satisfactory provisions for padlocking. Means shall be provided for securing and supporting the free ends of vehicular gates in the open position. Hinges shall be malleable iron, pivot type, heavy and strong, with large bearing surfaces for clamping onto the posts, or equal. Hinges shall not twist or turn under the action of the gate and shall be so arranged that a closed gate cannot be lifted off its hinges to obtain entry. Vehicular gates shall be capable of being operated easily by one person and shall be of the full 180 degree open swing type. Pedestrian gates shall be equipped with a positive stop which will not permit the gate to swing toward the highway and shall be provided with a satisfactory spring or other positive means to maintain the gate in a closed position. The filler fabric for pedestrian gates and vehicular gates shall comply with the requirements for the fencing fabric of the fence in which the gate is to be installed. Miscellaneous hardware and fittings shall conform to the details show n on the Plans or other alternate designs acceptable to the Engineer.