Demolition, site work, paving and renovation of a civil project in Harrah, Oklahoma. Completed plans call for site work for a road / highway; for paving for a road / highway; water / sewer project; for the demolition of a water / sewer project; and for the renovation of a water / sewer project.

Sanitary Sewer System Improvements Along Harrah Road Corridor. Description Section 1 Main Lift Station 1.00 L.s. Lift Station Retrofit 1.00 L.s. Demolition 1.00 L.s. Bypass Pumping 1.00 L.s. Generator With Automatic Transfer Switch 1.00 L.s. Electrical Improvements Line L-station 10+00.00 to Station 30+79.03 1,271.09 L.f. 24" Pvc Sdr 26 Sewer Main 807.94 L.f. 24" Ductile Iron Sewer Main 2,079.03 L.f. Excavation and Backfill (0'-15') 1.00 Ea. 5' Dia. Manhole 6.00 Ea. 4' Dia. Manhole 30.43 V.f. Extra Depth Manhole Section 2 Line L-station 30+79.03 to Station 77+75.10 1,201.57 L.f. 24" Pvc Sdr 26 Sewer Main 3,494.56 L.f. 18" Pvc Sdr 26 Sewer Main 448.95 L.f. Excavation and Backfill (0'-25') 1,462.36 L.f. Excavation and Backfill (0'-20') 2,704.82 L.f. Excavation and Backfill (0'-15') 80.00 L.f. Bore & Install 24" Steel Casing 0.25" Thk. 14.00 Ea. 4' Dia. Manhole 99.81 V.f. Extra Depth Manhole Section 3 Line L-station 77+75.10 to Station 131+87.25 1,094.61 L.f. 24" Pvc Sdr 26 Sewer Main 4,318.06 L.f. 18" Pvc Sdr 26 Sewer Main 1,088.17 L.f. Excavation and Backfill (0'-25') 4,224.50 L.f. Excavation and Backfill (0'-20') 100.00 L.f. Bore & Install 24" Steel Casing 0.25" Thk. 2.00 L.f. Bore & Install 14" Stl. Casing 0.25" Thk. 19.00 Ea. 4' Dia. Manhole 79.52 V.f. Extra Depth Manhole Section 4 Line L-station 131+87.25 to Station 172+55.47 4,068.89 L.f. 15" Pvc Sdr 26 Sewer Main 4,068.89 L.f. Excavation and Backfill (0'-15') 11.00 Ea. 4' Dia. Manhole 53.21 V.f. Extra Depth Manhole Section 5 Line M 1,811.00 L.f. 10" Pvc C900 Dr-18 Force Main 50.00 L.f. Bore & Install 16" Stl. Casing 0.25" Thk. Section 6 Line G-station 57+34.49 to Station 95+72.47 3,885.96 L.f. 18" Pvc Sdr 26 Sewer Main 508.01 L.f. Excavation and Backfill (0'-25') 1,738.80 L.f. Excavation and Backfill (0'-20') 1,599.15 L.f. Excavation and Backfill (0'-15') 40.00 L.f. Bore & Install 24" Steel Casing 0.25" Thk. 15.00 Ea. 4' Dia. Manhole 125.00 V.f. Extra Depth Manhole 29.00 S.y. Remove & Replace Asphalt Roadway Line H 53.10 L.f. 8" Pvc Sdr 26 Sewer Main 53.10 L.f. Excavation and Backfill (0'-15') 1.00 Ea. Tie to Existing Manhole 36.00 S.y. Remove & Replace Asphalt Roadway Line I 124.67 L.f. 8" Pvc Sdr 26 Sewer Main 124.67 L.f. Excavation and Backfill (0'-15') 2.00 Ea. 4' Dia. Manhole 9.02 V.f. Extra Depth Manhole Line J 55.81 L.f. 8" Pvc Sdr 26 Sewer Main 55.81 L.f. Excavation and Backfill (0'-15') 20.00 L.f. Bore & Install 14" Stl. Casing 0.25" Thk. 1.00 Ea. 4' Dia. Manhole 2.00 V.f. Extra Depth Manhole Line K 23.50 L.f. 8" Pvc Sdr 26 Sewer Main 23.50 L.f. Excavation and Backfill (0'-15') Section 7 Line G-station 15+72.47 to Station 57+34.49 913.17 L.f. 18" Pvc Sdr 26 Sewer Main 2,949.54 L.f. 15" Pvc Sdr 26 Sewer Main 309.41 L.f. 16" Ductile Iron Sewer Main 780.63 L.f. Excavation and Backfill (0'-20') 3,031.49 L.f. Excavation and Backfill (0'-15') 360.00 L.f. Bore & Install 20" Stl. Casing 0.25" Thk. 19.00 Ea. 4' Dia. Manhole 81.32 V.f. Extra Depth Manhole Line N 34.00 L.f. 4" Pvc C900 Dr-18 Force Main Line O 34.00 L.f. 8" Pvc Sdr 26 Sewer Main 10.12 L.f. Bore & Install 24" Steel Casing 0.25" Thk. Section 8 Line F 3,164.00 L.f. 8" Pvc C900 Dr-18 Force Main Line C 2,153.08 L.f. 12" Pvc Sdr 26 Sewer Main 1,252.22 L.f. Excavation and Backfill (0'-20') 900.86 L.f. Excavation and Backfill (0'-15') 11.00 Ea. 4' Dia. Manhole 52.94 V.f. Extra Depth Manhole Section 9 Whites Meadow Lift Station 1.00 L.s. Lift Station Retrofit 1.00 L.s. Demolition 1.00 L.s. Bypass Pumping 1.00 L.s. Generator With Automatic Transfer Switch 1.00 L.s. Electrical Improvements Line B 2,563.53 L.f. 12" Pvc Sdr 26 Sewer Main 494.82 L.f. Excavation and Backfill (0'-20') 2,068.71 L.f. Excavation and Backfill (0'-15') 11.00 Ea. 4' Dia. Manhole 39.72 V.f. Extra Depth Manhole Line D 19.00 L.f. 6" Pvc C900 Dr-18 Force Main 19.00 L.f. Excavation and Backfill (0'-15') Section 10 Line a 1,659.16 L.f. 12" Pvc Sdr 26 Sewer Main 1,409.16 L.f. Excavation and Backfill (0'-15') 130.00 L.f. Install 20" Steel Casing 3/8" Thk. With Spacers and Grout 120.00 L.f. Bore & Install 18" Stl. Casing 0.25" Thk. 2.00 Ea. Concrete Collar 2.00 Ea. Type I Concrete Pier 7.00 Ea. 4' Dia. Manhole 12.21 V.f. Extra Depth Manhole Line P 1,555.97 L.f. 12" Pvc Sdr 26 Sewer Main 1,425.97 L.f. Excavation and Backfill (0'-15') 130.00 L.f. Install 20" Steel Casing 3/8" Thk. With Spacers and Grout 6.00 Ea. 4' Dia. Manhole 2.11 V.f This Project is to Be Financed by a Fap Bond Loan From the Oklahoma Water Resources Board (Owrb) and Shall Be Referred to as Project No. Fap-23-0011-l. The Following Requirements and Regulations Must Be Complied With: "Equal Opportunity in Employment: All Qualified Applicants Will Receive Consideration for Employment Without Regard to Race, Color, Religion, Sex, National Origin, Age or Physical Handicap. Bidders on This Work Will Be Required to Comply With the President's Executive Order No. A Bid Bond in the Amount of 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. 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. Bid-Results:- 1.SECTION 1-Wynn Construction Co-$1,403,032 2.SECTION 2-United Trenching-$2,306,814 3.SECTION 3-Wynn Construction Co-$2,248,242 4.SECTION 4-Wynn Construction Co-$1,643,942 5.SECTION 5-Grade Work Construction-$426,195 6.SECTION 6-Wynn Construction Co-$2,375,610 7.SECTION 7-Wynn Construction Co-$2,112,347 8.SECTION 8-Wynn Construction-$1,159,251 9.SECTION 9-Wynn Construction Co-$786,532 10.Section 10-Wynn Construction Co-$755,788