Site work and paving for a mixed-use development in Level Plains, Alabama. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

Dale and Coffee Counties Contract Time: 80 Working Days DBE Goal Percent:6.00 for constructing the Access Management (Partial Grading, Drainage, Pavement, Traffic Signal Installation, and Traffic Stripe) on SR-12 (US-84) from a point near the junction of CR-709 (MP 184.300) east of Enterprise to a point near the junction of CR-1 (MP 185.420) in Level Plains. Length 1.123 mi. The Bracket Estimate on this project is from $2,069,126 to $2,528,931 . If further clarification is needed, please contact the Plans and Proposals Section of the Bureau of Office Engineer with any questions you may have. We strongly encourage you to e-mail us at offengr@dot.state.al.us. We will work with you to resolve any issues. The total amount of uncompleted work under contract to a contractor must not exceed the amount of his or her qualification certificate. Minimum Wage Rates have been pre-determined by the Secretary of Labor and are set forth in the advertised specifications. Federal Aid Projects are also subject to the contract work hours and Safety Standards Act and its implementing regulations. Cashier's check or bid bond for 5% of bid (maximum - $50,000.00) made payable to the Alabama Department of Transportation must accompany each bid as evidence of good faith. The Alabama Department of Transportation, proposals will be issued only to prequalified contractors or their authorized representatives, upon requests that are received before 10 AM., on the day previous to the day of opening of bids. The bidder's proposal must be submitted on the complete original proposal furnished him or her by the Alabama Department of Transportation. The right to reject any or all bids is reserved. ALDOT - Call Order 011 - Access Management (Partial Grading, Drainage, Pavement, Traffic Signal Installation, and Traffic Stripe) on SR-12 (US-84) *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. This work shall consist of one or more courses of hot and warm mix asphalt plant mix constructed in accordance with these specifications and the specific requirements of the type of mixture required and in reasonably close conformity with the lines, grades, thicknesses, and typical cross sections shown on the plans or established by the Engineer. The Contractor may use either hot mix or warm mix for all Superpave ESAL Range mixes in Sections 420, 423, and 424. Warm mix asphalt shall be defined as the use of an approved warm mix technology in the plant mix at the time of production. This work shall also include the preparation of the underlying surface on which the plant mix is to be placed, including patching and/or leveling as shown on the plans or directed by the Engineer. In addition, this work shall also include the placing of widening at locations shown on the plans and/or directed by the Engineer. In general, widening shall consist of (1) narrow width build-ups, three feet or less {one meter or less}, required for widening existing pavement, (2) paving for turn-outs beyond three feet {one meter} from the edge of pavement, (3) pavement crossovers, and (4) turning lanes of less than 200 feet {60 m} for crossovers. Paving used on turn-outs for intersecting paved roads and shoulder paving will not be considered as widening unless shown on the plans. Surface layers and wearing layers are defined as those layers where the pay item contains the wording "Wearing Surface". All ALDOT procedures referenced are applicable to both hot and warm mix asphalt. If a VE proposal is approved by the Department, the changes and payment therefore will be authorized by a supplemental agreement. Reimbursement to the Contractor will be made as follows: 1. The changes shown on the VE proposal will be incorporated into the contract through plan revisions, changes in the quantities of unit bid items, newly agreed price items or by force account, as appropriate, in accordance with the specifications. 2. The cost of the revised work will be paid for directly as determined from the above-mentioned changes. In addition to such payment, the Department will pay to the Contractor, by a separate Lump Sum Item, an amount equal to one-half of the savings as reflected by the difference between the cost of the original contract work and the cost of the work performed under the approved VE proposal. Payments will be made on monthly estimates based on the estimated savings generated by the approved VE proposal. The amount to be paid on these estimates will be a percentage of the total estimated savings in proportion to the amount of the VE proposal work performed during that month. Upon completion of all work included in the VE proposal, the final total savings will be determined by comparing the cost of the work based on the original contract quantities and the cost of the actual VE work performed. The final payment for work performed under the VE proposal will make any necessary corrections in previous payments to reflect a total payment of 50% of the generated savings to the Contractor. In cases where a savings is not generated, the Department will make no payment beyond the cost of the work based on original contract quantities. 3. The Contractor's costs for development, design, and implementation of the VE proposal are not eligible for reimbursement. 4. The Contractor may submit VE proposals for an approved subcontractor but, if the proposal is approved, the reimbursement will be made by the Department to the Contractor.