Industrial Park IV Road Improvements (Road F from Highway 50 to Road 180)

The work for the Street Rehabilitation Project will consist of the approximate quantities: Base Bid Quantities: Mobilization 1 L.S. Removal of Exisiting Structures 1 L.S. Foundation Stabilization (Set Price) 1 C.Y. Contractor Construction Staking 1 L.S. Clearing and Grubbing 1 L.S. Common Excavation 7256 C.Y. Ditch Grading 932 L.F. Pavement Removal 42 C.Y. Compaction of Earthwork (Type B) (MR-90) 1320 C.Y. Compaction of Earthwork (Type A) (MR 5-5) 6036 C.Y. Water (Grading) (Set Price) 1 MGAL Water (Aggregate Base) (Set Price) 1 MGAL Combined Material (AB-3) (6" Compacted) 14052 S.Y. Granular Base Rock (10") (CA-5) 468 S.Y. Curb and Gutter (2'-6" Combined) (AE) 5236 L.F. Concrete Pavement (9" Uniform) (NRDJ) (AE) 1597 S.Y. Concrete Pavement (6" Reinforced) (AE) 89 S.Y. Mailbox (Relocation) 6 Ea. Sidewalk Construction (4") (AE) 2332 S.Y. 12" CMP 12 L.F. Monument Box 1 EA. HMA (Surface Course) (BM-1) 1180 TONS HMA (Base Course) (BM-2) 6046 TONS Inlet (Type 22 Curb) (Precast) 13 EA. Storm Sewer Manhole (6'x6') (Precast) 1 EA. Storm Sewer (18" RCP) 83 L.F. Storm Sewer (24" RCP) 593 L.F. Storm Sewer (18" HDPE) 120 L.F. Storm Sewer (24" HDPE) 856 L.F. Storm Sewer (30" HDPE) 107 L.F. Storm Sewer End Section (TYPE IV) (18" PE) 2 EA. Storm Sewer End Section (TYPE IV) (30" PE) 2 EA. Safety End Treatment (24" x 6.25') 1 EA. Reinforced Concrete Box (8 x 3') (Precast) (Skewed) 72 L.F. Flared Wingwalls 20 C.Y. Fence (Chain Link) (6') 27 L.F. Temporary Inlet Sediment Barrier 15 EA. Temporary Slope Barrier (Silt Fence) 350 L.F. Sediment Removal (Set Price) 1 C.Y. Temporary Seeding 1 L.S. Permanent Seeding and Mulch 1 L.S. Pavement Marking (Multi-Component) (4" Yellow) 7774 L.F. Pavement Marking (Multi-Component) (12" Yellow) (Diagonal) 260 L.F. Pavement Marking (Multi-Component) (6" White) 471 L.F. Pavement Marking (Int. Gr.) (24" STOP Bar) (White) 131 L.F. Pavement Marking (Int. Gr.) (Thru/Right Turn Arrow) 11 EA. Pavement Marking (Int. Gr.) (Left Turn Arrow) 11 EA. Sign (Flat Sheet) (High Performance) 55 S.F. Sign Post (1 3/4 " PSST) 80 L.F. Sign Post Footing (1 3/4 " PSST) 8 EA. Removal of Exisiting Signs and Post 9 EA. Flagger (Set Price) 1 HR. Traffic Control 1 L.S. Alternate Bid Quantities: Storm Sewer (24" HDPE) 41 L.F. Reinforced Concrete Box (8' x 3') (Precast) (Non-Skewed) 60 L.F. . A contractor either shall have a current set of City Master Specs or have a signed contractor's acknowledgement on file with the City Engineer's Office that they have read and shall abide by the 2014 Master Set of Specifications on the City Web page in order to bid City of Emporia projects. Each bid shall be accompanied by a certified check, a cashier's check, or an approved bidder's bond in an amount of not less than five percent (5%) of the total amount of the bid. Any bid bond must be with a surety and guaranty company authorized to do business in the State of Kansas and acceptable to the City as Surety. The Bidder to whom the Contract is awarded will be required to furnish statutory bond in the amount of one hundred percent (100%) of the Contract, and performance and maintenance bond in the amount of one hundred percent (100%) of the Contract; the bonds to be acceptable to the City of Emporia, Kansas, and conform to the requirements of the Contract documents. The City of Emporia, Kansas, reserves the right to reject any or all bids and to waive defects in bids. No bids will be withdrawn for a period of sixty (60) days after the time set for opening of bids. If you need accommodations due to a disability to participate in this event, meeting, or activity, or alternative format of written materials contact the City of Emporia, City Manager's Office at least 48 hours before the event at 620-343-4250 or e-mail emporiainfo@emporiaks.gov.

Division 32 -	Exterior Improvements, Operation and Maintenance of Exterior Improvements.
Division 34 -	Transportation, Operation and Maintenance of Transportation.