Site work and paving for a mixed-use development in North Little Rock, Arkansas. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.

The Contractor shall complete all work as specified or indicated in the Contract Documents. The work is generally described as follows: Perimeter milling at gutters, driveways, and tie-ins, and construction of asphalt concrete hot mix surface on existing streets, tack coat, fabric on concrete streets, and associated work. Work includes all labor, materials equipment, supplies, and incidental items necessary to complete the project in conformance with the plans and specifications and related contract documents. Bid security in the amount of five (5%) percent of the Base Proposal must accompany each proposal as described in the Instruction to Bidders No bid may be withdrawn for a period of sixty (60) days subsequent to date of the opening of Proposals and in accordance with the Supplemental Instructions to Bidders without consent of the Owner All bidders shall comply with the requirements of the Contractor Licensing Law of the State of Arkansas, and all applicable Arkansas regulations. All bonds on this project shall comply with Arkansas Statutory Performance and Payment Bond Law, Act 351of 1953, as amended by Act 209of 1957. The Owner reserves the right to reject any or all bids and to waive any irregularities. Proposals which fail to comply fully with the provisions of the specifications and other Contract Documents will be considered invalid and may not receive consideration. The right is reserved by the City of North Little Rock to reject any or all bids, in whole or part, or award items separately, or to waive informalities in bids received. The work consists of perimeter milling and constructing an asphalt concrete hot-mix surface in place on existing streets, tack coat, maintenance of traffic and miscellaneous items. Work includes all labor, materials equipment, supplies, and incidental items necessary to complete the project in conformance with the plans and specifications and related contract documents. Applicable sections of the Arkansas State Highway and Transportation Department Standard Specifications entitled Standard Specifications for Highway Construction, Arkansas State Highway and Transportation Department, Edition of 2014, are referred to herein by the proper section or paragraph and will be identified by the term "Standard Specifications". Those portions of the "Standard Specifications" referred to herein shall be considered as part of these Contract Documents as though printed herein. The "Standard Specifications" may be obtained from Arkansas State Highway and Transportation Department, Little Rock, Arkansas. This item shall include the construction sequence, maintenance of access to individual properties, erection of signs and barricades and the maintenance of traffic in accordance with details shown on plans, with these specifications, or as directed by the Engineer. Barricade and warning signs and contractor's plans shall conform to Manual on Uniform Traffic Control Devices (MUTCD). Access through the construction area shall be provided to the residents abutting the construction site. Local through traffic may be detoured around the construction, subject to approval of the detour plan by the engineer. Maintenance of traffic as described above shall be accomplished in accordance with the applicable portions of Section 603, "Traffic Control Through Construction Zones" from ARDOT Standard Specifications, except as modified or augmented herein. This item covers cold milling of asphalt pavement along edges of gutters, driveways, tie-ins, and full width intersections if applicable. This item also applies to cold milling of concrete pavement at tie-ins and edges of street intersections to avoid feathering. For concrete roads, asphalt will be 2" thick over paving fabric and will be paved in the gutter line while leaving enough functional curb height and positive drainage. For asphalt roads, asphalt shall be edge milled at gutter edge. No edge milling is necessary for open shoulder asphalt roads. All existing speed humps are to remain in place and therefore shall not be milled. Milling details are included in these specifications. This item shall consist of cold milling the asphalt pavement at the locations designated by the City of North Little Rock and removing and disposal of the resulting material from the right-of-way. Some street segments may be placed on hold until utility companies relocate or replace utility lines. The City of North Little Rock will notify the Contractor of any streets placed on hold for utility work or other issues as soon as possible. The Contractor will be responsible for milling streets along the existing curb and gutters to a depth 1.5" deep along the face of the gutter and transitioned to the existing asphalt surface a distance of six (6) feet from the face of the gutter (see details attached in these documents). A City of North Little Rock representative will mark the extent of required milling. The grindings from Contractor milling shall become the property of the Contractor. The pavement remaining after milling shall provide a clean surface suitable for maintaining traffic. All pavement markings removed by the Contractor during milling shall be immediately replaced by temporary pavement markings in accordance with AHTD Standard Specifications, Section 604.02 (d). Any traffic signal loop detectors damaged by the cold milling will be restored by the City of North Little Rock. At existing speed humps, the Contractor shall remove the speed hump to prepare for the new asphalt surface unless otherwise directed by the NLR representative to mill end joints on either side of the speed hump and install asphalt tapers to maintain traffic until the street is resurfaced.