Site work and paving for an educational facility in Hamilton, Ohio. Completed plans call for site work for a educational facility.

Separate, sealed bids will be received for an Indefinite Quantity Contract for all labor, material, and/or services necessary for the 2026 Paving Improvements Project. Bids shall be submitted on the form furnished with each set of bid documents or on a typewritten copy of that form. Each bid must be accompanied by a Bid Guarantee meeting requirements of Section 153.54 of the Ohio Revised Code, which may be in the form of a bond, certified check, cashier's check, or letter of credit. The Board of Education reserves the right to waive irregularities in bids, to accept or reject all or any bids, to accept or reject all or any parts of bids, and to conduct investigations as necessary to determine bidder responsibility. No bids may be withdrawn for at least sixty days after the scheduled closing time for receipt of bids. Striping: Stripe entire lot as per existing layout unless specified otherwise by Owner. Standard Duty Asphalt Pavement Excavate proposed area to a maximum depth of 12". All spoils removed off site. Compact existing sub grade with a smooth drum roller. Install 8" ODOT 304 aggregate base Install 2" ODOT 301 asphalt base. Install 2" ODOT 448 asphalt surface 2" Overlay and Grind (SY): 2" Overlay as field marked. Grinding as needed for transitions and drainage. Clean proposed area and apply an ODOT 407 Tack coat, applied by a truck mounted asphalt distributor. Install 2" ODOT Asphalt Surface. Standard construction practices will be followed. 2" Grind and Pave (SY): Remove the top 2" existing asphalt pavement as field marked. Clean proposed area and apply an ODOT 407 Tack coat, applied by a truck mounted asphalt distributor. Install 2" ODOT Asphalt Surface. Standard construction practices will be followed. 4" Grind and Pave (SY): Remove the top 4" existing asphalt pavement as field marked. Clean proposed area and apply an ODOT 407 Tack coat, applied by a truck mounted asphalt distributor. Install 2.5" compacted thickness ODOT Asphalt Base followed by 1.5" ODOT Asphalt Surface. Standard construction practices will be followed. 6" Grind and Pave (SY): Remove the top 6" existing asphalt pavement as field marked. Clean proposed area and apply an ODOT 407 Tack coat, applied by a truck mounted asphalt distributor. Install 4" compacted thickness ODOT Asphalt Base followed by 2" ODOT Asphalt Surface. Standard construction practices will be followed. Seal Coat (SF): Remove all debris with mechanically powered brooms and walk behind blowers. Apply two coats of Petroleum Resin Sealer with 3 lbs. of #70 silica sand per gal., diluted to 25% or less. Crack Sealing (LF): Placement of asphalt emulsion into non-working cleaned pavement cracks. Clean by burning or blowing out all vegetation and fill cracks with standard crack Sealant 3 inches in width. Light duty Pavement (SY): Furnish and install 6" compacted ODOT 304 aggregate base, 2" compacted ODOT 301 and 2" of comp compacted ODOT 448 asphalt surface. Furnish and install 6" compacted ODOT 304 aggregate base, 2" compacted ODOT 301 and 2" of comp compacted ODOT 448 asphalt surface. Concrete Basin Collar Replacement (SY): Excavate current collar and remove spoils offsite. Drill and dowel to existing catch basin. Furnish and install 8" of ODOT 4000PSI class C concrete, apply broom finish and apply cure seal. Concrete replacement (SF): Excavate as required and remove spoils offsite. Drill and dowel with 18" #4 rebar along perimeter two foot on center. Furnish and install 7" of ODOT 4000PSI class C concrete with light broom finish and cure seal. Concrete Curb Replacement Excavate as required and remove spoils offsite. Drill and dowel where meets existing of each concrete cut 2" on center and install 18" #4 rebar. Furnish and install 18" of ODOT 4000PSI class C concrete with light broom finish and cure seal. Drop Curb Installation Excavate as required and remove spoils offsite. Install drop curb to meet Fairfield City requirements. Furnish and install 12" of ODOT 4000PSI class C concrete. Barrier Curb Hand Form Installation (LF): Excavate as required and remove spoils offsite. Drill and dowel at each concrete cut where meets existing concrete of each cut. Install 18" # 4 rebar two foot on center. Furnish and install 18" of ODOT 4000PSI class C concrete with light broom finish and cure seal. Drive Lane Install (SY): Excavate as required and remove spoils offsite. Furnish and install 8" compacted ODOT 304 aggregate base, 4" of compacted ODOT 301 asphalt base and 2" of ODOT 448 ODOT asphalt surface. ADA Concrete Warning Pad Replacement (SF): Excavate as required and remove spoils offsite. Drill and dowel along perimeter and install 18" #4 rebar two foot on center. Furnish and install 6" of 4000PSI class C concrete with a light broom finish and cure seal. Bollard Installation (EA): Excavate as required and remove spoils offsite. Install new 8" bollard pipe 36" deep and 39.5" above grade. Fill bollard with 30000PSI class C concrete. Surround bollard with 30000 PSI class C concrete a minimum of two feet around. Speed Bump Installation (LF): Mill as required and remove spoils offsite. Apply ODOT 407 tack coat. Furnish and install 4" compacted 448 asphalt surface. Additional Information: o Contractor is responsible for documenting existing layout of existing pavement markings. o Contractor shall summit all material tickets with invoice for payment.