Site work and paving for a civil project in Cookson, Oklahoma. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Station 382+00 to Station 410+38,80 2,158.00 L.F. 2" PVC Class 200 Water Main 590.00 L.F. Directional Bore & Install 2" PE SDR 11 Waterline 120.00 L.F. Install 6" Steel Casing (0.188" Thick) 120.00 L.F. Provide & Install 2" PVC Class 200 Water Main in 6" Steel Casing 4.00 E.A. PVC to PE Transition 2.00 E.A. 2" Interconnection 2.00 E.A. 2" Cut & Plug 4.00 E.A. 2" x 45 Bend 3.00 E.A. 2" x 11.25 Bend 1.00 E.A. 4" Dia. Manhole with 2" Gate Valve, two (2) 3/4 " Corporations Stops and Sampling Tap 7.00 E.A. Single Short Service 7.00 E.A. Relocate Existing Meter 7.00 E.A. Reconnect Existing Service 6.00 E.A. 2" Gate Valve & Box 2.00 E.A. 1/2 " Combination Valve 1.00 E.A. 2" Blow Off Assembly 2.00 E.A. Install Meter Can with 3/4 " Corporation Stop and Sampling Tap 24.00 S.Y. Gravel Repair 7.00 E.A. Asphalt Repair 1.00 L.S. Clearing and Grubbing 1.00 L.S. Pressure Test 1.00 L.S. Disinfection 1.00 L.S. Construction Traffic Control 1.00 L.S. Erosion Control Station 471+10 to Station 489+90.50 1,465.00 L.F. 4" PVC Class 200 Water Main 350.00 L.F. Directional Bore & Install 4" PE SDR 11 Waterline 35.00 L.F. Bore & Install 8" Steel Casing (0.188" Thick) 21.00 L.F. Install 8" Steel Casing (0.188" Thick) 56.00 L.F. Provide & Install 4" PVC Class 200 Watermain in 8" Steel Casing 2.00 E.A. 4" Interconnection 4.00 E.A. PVC to PE Transition 5.00 E.A. 4" Gate Valve & Box 3.00 E.A. 1/2 " Combination Valve 3.00 E.A. 4" x 45 Bend 3.00 E.A. 4" x 11.25 Bend 2.00 E.A. 4" Cut and Plug 2.00 E.A. Single Short Service 2.00 E.A. Relocate Existing Meter 2.00 E.A. Reconnect Existing Service 7.00 S.Y. Gravel Repair 1.00 L.S. Clearing and Grubbing 1.00 L.S. Pressure Test 1.00 L.S. Disinfection 1.00 L.S. Construction Traffic Control 1.00 L.S. Erosion Control. A certified check, cashier's check or bid bond equal to 5 percent (5%) of the total amount bid shall be attached to all bids as a guarantee that the successful bidder will, within ten (10) days of the date of notice of award, enter into contract and file the required bonds. No bidder may withdraw his bid within 45 days after the actual date of the opening thereof. Checks of unsuccessful bidders shall be returned to them in accordance with the terms of the bid solicitation. The Owner reserves the right to reject any or all bids, waive any irregularities or technicalities without assigning any reason therefore, and to make the awards in the best interest of the Owner. Bids are solicited and a contract award will be made pursuant to the Public Competitive Bidding Act of 1974 as amended (Title 61, O.S. 1981, Sections 101-136 et seq.) Contractor will be issued a username and password to retrieve the Specifications upon payment. Contractor must obtain plans and specifications from the office of the Engineer to be registered on the Engineer's bid list to be recognized as an eligible bidder for this project. Offerors are responsible for submitting proposals, and any modifications or revisions, so as to reach the office designated in the solicitation by the time specified in herein. Any proposal, modification, or revision received at the office designated in the solicitation after the exact time specified for receipt of offers is "late" and will not be considered. All bids received after 2:00 p.m. on Wednesday, February 28, 2024, will be rejected. Proposal and Affidavits must be made on Bidder's Proposal Form only. The bid shall be filed in the District Office. All proposals shall be either typewritten or written neatly in ink. Each bid must be submitted in a sealed envelope addressed to the Cherokee County Rural Water District No. 13 office located at 20102 W. Cookson Bend Road, Cookson, OK 74427. Each sealed envelope containing a bid must be plainly marked on the outside as "ODOT Water Line Relocation J/P 32097(06) STP-211C(044)UT SH -82"