Flying Fortress Parkway Phase II

The City of Kingman is soliciting sealed bids for the construction of public roadway and drainage improvements for the Flying Fortress Parkway Phase II. The project includes the construction of pavement sections, drainage improvements, and other related work. The bid must be submitted electronically through the OpenGov procurement portal. The City reserves the right to reject any bid not in compliance with the prescribed solicitation procedures and requirements. • The project requires the construction of approximately 27,490 square yards of pavement section No. 1, Alt. 1, (10" PCCP, 4" ABC). • The project requires the construction of approximately 12,148 square yards of pavement section No. 2 (4" AC, 9" ABC) (AECOM). • The project requires the construction of approximately 14,470 square yards of pavement section No. 1 (4" AC, 9" ABC) (Dibble). • The project requires the removal of approximately 709 square yards of rip rap. • The project requires the removal and replacement of channel lining and concrete. • The project requires the installation of approximately 20,272 linear feet of safety pavement edge (MAG 201, Safety Edge). • The project requires the installation of approximately 340 linear feet of steel-reinforced gutter. • The project requires the installation of approximately 9,016 linear feet of single curb, MAG Det 222, Type A. • The project requires the installation of approximately 3,506 linear feet of concrete curb & gutter, MAG Type A, H=6". • The project requires the removal of approximately 135 linear feet of concrete curb and gutter. • The project requires the removal of approximately 542 square feet of sidewalk. • The project requires the removal of approximately 1,458 linear feet of chain link fence. • The project requires the removal of approximately 3,553 square yards of asphalt concrete pavement. • The project requires the installation of traffic control measures. • The project requires the installation of survey markers, MAG Det 120, Type B and Type A. • The project requires the installation of approximately 348 linear feet of 6' chain link fence, ADOT Std C12.20, Type 1. • The project requires the installation of hydro seeding - native seed mix on approximately 4 acres. • The project requires the installation of decomposed granite (DG) MAG 430.8 & 795.9 - 1" Mohave Gold on approximately 14,144 square yards. • The project requires the installation of granite mulch ¾” minus, 4” thick on approximately 356 square yards. • The project requires the installation of approximately 27,505 linear feet of 4" white traffic paint stripe. • The project requires the installation of approximately 2,979 linear feet of 4" yellow traffic paint stripe. • The project requires the installation of pavement marking symbols, left turn arrow, and legends. • The project requires the installation of reflectorized raised pavement markers, type C, clear, red. • The project requires the installation of perforated sign posts, 2S, 2 1/2S, and 2 1/2T. • The project requires the installation of flat sheet aluminum sign panels, high intensity grade. • The project requires the installation of regulatory, warning, or marker sign panels. • The project requires the installation of no. 7 pull box and no. 7 pull box w/ extension. • The project requires the installation of 2" PVC conduit, 3" PVC conduit, and 4" PVC conduit in trenches. • The project requires the installation of end sections, 30" CMP and 42" CMP. • The project requires the installation of 18" slotted drain, ADOT C-13.60. • The project requires the installation of concrete scupper, MAG Det 206, S/W=4', 1-4' curb opening, spillway included. • The project requires the installation of retaining wall, ADOT SD 7.01. • The project requires the installation of concrete box culverts, ADOT Std Det SD-6.05-1, SD-6.03-1, SD-6.02-1, SD-6.04-1, SD-6.06-1, and SD-6.02-1. • The project requires the installation of precast concrete box culverts, ADOT Std Det SD-6.20. • The project requires the installation of reinforced concrete inlet wingwalls, special detail, Culvert 3A, 3B, 20, 21, and 22. • The project requires the installation of reinforced concrete outlet wingwalls, ADOT Std Det SD-6.08-5, SD-6.11, Culvert 3A, 3B, 20, 21, and 22. • The project requires the installation of protective railing, detail DD. • The project requires the installation of safety rail, height = 3'-6", MAG Det 145. • The project requires the installation of channel lining, concrete, 6" thick. • The project requires the installation of 12" CMP, 16 gauge, galvanized, 30" CMP, 16 gauge, galvanized, and 42" CMP, 16 gauge, galvanized. • The project requires the installation of end sections, 30" CMP and 42" CMP. • The project requires the installation of 18" slotted drain, ADOT C-13.60.