2-32
204.11 Basis of Payment The accepted quantity of rehabilitati on of existing
shoulder will be paid for at the contract unit price per square yard. No adjustment will be made to the quantity for payment, except as described under Met hod of Measurement above. Payment will be full compensation for cutting the edge joint, r emoving pavement, curb and other unsuitable material, grading and compacting the existing shoulder, disposing of surplus and unsuitable material, and for furnishing, placing, g rading, and compacting new aggregate to the required depth, suitable for paving at the tim e of paving. The accepted quantity of Add Shoulder Aggregate to existing sh oulder will be paid for at the contract unit price per square yard. No adjustment will be made to the quantity for payment, except as described under Method of Measurement above. Payment will be full compensation for furnishing, placing, grading, and compacting n ew aggregate to the required depth. Additional material required as a result of cross-slope varian ce of the pavement surface will not be paid for directly, but will be considered i ncidental to the contract unit price per square yard of rehabilitation of existing shoulder. Grading, furnishing and placing loa m, seed and mulch in requir ed waste areas will be considered incidental to the contract and no separate paymen t will be made. Payment will be made under: P a y I t e m P a y U n i t
204.20 Add Shoulder Aggregate to Existing S q u a r e Y a r d
S houlder, Plan Quantity
204.41 Rehabilitation of Existing Shoulder, Plan Quantity S quare Yard
SECTION 205 - SHOULDER RECONSTRUCTION
205.01 Description This work shall consist of reconstructing or widening existing
shoulders by excavating, grading, furnishing, and compacting ne w shoulder aggregate and fill material if necessary, in accordance with the thickness an d typical sections shown on the plans.
205.02 Aggregates New shoulder aggregate shall be material me eting the
requirements of Section 703.06 a. - Aggregate for Base, Type B. Fill material shall be existing excavation or common borrow fr om an outside source.
205.03 Existing Shoulder The area shall be excavated to the d epth shown on the
typical section and graded to a tolerance, above or below the r equired cross sectional shape,