Site work and paving for a road / highway in Lillian, Alabama. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Awarded to PL Russell LLC STPLL-0215(252) HW22126 - ADDITION OF PAVED SHOULDERS ON CR-99 FROM CR-91 TO CARRIER DR. NINTY Bid(5%), Performance(100%), Materials & Labor(100%) NINTY (90) WORKING DAYS are allowed for the construction of the project. Please contact John Sedlack at jsedlack\baldwincountyal.gov with any questions No Bids Will Be Considered Unless the Bidder, Whether Resident or Nonresident of Alabama, is Properly Qualified to Submit a Proposal for This Construction in Accordance With All Applicable The right is reserved to reject any and/or all bids and to waive informalities or irregularities and to furnish any item of material or work, and to change the amount of said contract The work under this Section covers the general requirements that are applicable to all types of hot and warm mix asphalt pavements of the plant mix type. Deviations from these general requirements will be indicated in the specific requirements for various types of mixes noted in the following sections of these Specifications. 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.