Opening of Quotes - Veteran's Memorial Park Twyckenham Sidwalk 125-077 - Rieth-Riley Construction

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7. Earthwork and Grading will be paid for at the lump sum contract price as set forth in the Proposal. XXVIII. COMPACTED AGGREGATE BASE, NO. 53 A. Prevailing Specifications: 2026, INDOT Standard Specifications Section 301 B. Additions: 1. Compacted Aggregate No. 53 shall be Class D or higher. Crushed concrete will be allowed for Compacted Aggregate for Base No. 53 provided it is in accordance with the graduation requirements of Compacted Aggregate for Base, No. 53. Crushed concrete shall be tested for gradation a minimum of once for every 1,000 tons used on the project. 2. Compacted Aggregate Base No. 53 will be paid for at the unit price as set forth in the Proposal. XXIX. CURING COMPOUND A. Prevailing Specifications: 2026, INDOT Standard Specifications Section 501 B. Additions: 1. The only acceptable method of curing standard concrete curbing and sidewalk will be white membrane. All concrete shall be membrane -cured regardless of the weather conditions 2. The curing compound will not be paid for directly but shall be included in the cost of other items. 3. No payment will be made for concrete that is not cured. XXX. CONCRETE CURB A. Prevailing Specifications: 2026, INDOT Standard Specifications Section 605 B. Additions: 1. Expansion material is required at all cold joints, point of curvatures, point of tangencies, alignment changes, and at 80' maximum intervals in all other areas. 2. Transverse control joints shall be placed at equal intervals not to exceed 10 feet. 3. Where abutting existing curb, the new curb height shall be adjusted during the last five (5) feet to match the existing curb profile. 4. The only acceptable method of curing will be white membrane. All concrete shall be membrane - cured regardless of weather conditions. 5. Concrete Curb, as a pay item, stops at the commencement of any concrete approach. For a concrete approach with a wing, this is at the beginning of the wing. For an approach with a radius, the approach ends and the curb begins at the tangent point of the radius of the approach and the curb line. (Running a curb slip -forming machine through a concrete approach will not be considered in the quantity for curb) 6. Where existing curb is to be removed and replaced without replacing the adjacent pavement, the contractor shall saw cut the existing pavement 24" from the face of the curb prior to removal. The area between the proposed curb and existing pavement shall have an asphalt patch minimum depth of 8" or the same depth as the original pavement, whichever is greater. The asphalt patch will consist of HMA Base and 1 %" of HMA Surface in accordance with the details shown in the plans. The cost of the pavement removal, restoration, concrete, and asphalt will not be paid for separately but shall be included in the cost of Concrete Curb. 7. Where curb is to be removed and replaced adjacent to brick pavement to remain, any brick pavement disturbed during the removal of the curb shall be carefully removed and stockpiled to be reset, as shown in the plans. 8. Areas disturbed during the removal and replacement of curb shall be restored in accordance with the plans. If disturbance is outside of the construction limits shown in the plans, the areas shall be restored to original or better condition. All costs associated with this restoration shall be included in the unit price for the concrete curb. 9. Payment for the Concrete Curb will be measured by the lineal foot and paid at the unit price set forth in the Proposal. Version 9/1/2025 Page - 11 Public Works Quote