Site work and renovation of a water / sewer project in Harrah, Oklahoma. Completed plans call for the renovation of a water / sewer project; and for site work for a water / sewer project.

** As of 1/14/2025 project has been awarded to 4M Trenching, LLC. (Section 10 with $459,241.45) (Section 11 with $495,978.70) (Section 12 with $790,271.32) (Section 13 with $566,487.60) with a total amount of $2,311,979.07.** SCOPE OF WORK (A) This section contains the requirements for cast-in-place structural concrete. (B) All concrete shall be 4,000 psi Class A unless specifically called for otherwise. SCOPE OF WORK (A) This section provides for furnishing all labor, materials, equipment, power and incidentals, and for performing all operations necessary to dewater, drain and maintain excavations and other work as necessary for construction. Included are installing, maintaining, operating and removing pump systems, culverts, channels and other approved devices for removal of standing water, surface drainage and seepage from excavation or other work. (B) No separate payment will be made for drainage control and pumping. (C) The Contractor will be responsible for dewatering of seepage and leakage past any existing valve, wall or gate. Quantity Unit Description SECTION 10 (Line G from Station 93+97.89 to Station 83+59.53) 1,038.35 L.F. 18" PVC PS46 Sewer Main 938.35 L.F. Excavation and Backfill (0'-20') 100.00 L.F. Excavation and Backfill (0'-15') 74.00 C.Y. 1" Crusher Run Backfill SECTION 11 (Line G from Station 83+59.53 to Station 70+80.23) 1,279.29 L.F. 18" PVC PS46 Sewer Main 1,205.29 L.F. Excavation and Backfill (0'-20') 74.00 L.F. Excavation and Backfill (0'-15') 5.00 Ea. 4' Dia. Manhole SECTION 12 (Line G from Station 70+80.23 to Station 57+40.99, Line H, Line I, Line J, Line K) 1,249.24 L.F. 18" PVC PS46 Sewer Main 231.52 L.F. 8" PVC SDR 26 Sewer Main 1,249.24 L.F. Excavation and Backfill (0'-15') 40.00 L.F. Bore & Install 24" Steel Casing 0.25" Thk. 40.00 L.F. Bore & Install 14" Steel Casing 0.188" Thk. 9.00 Ea. 4' Dia. Manhole 441.00 C.Y. 1" Crusher Run Backfill SECTION 13 (Line G from Station 57+40.99 to Station 43+38.32) 1,087.85 L.F. 18" PVC PS46 Sewer Main 268.70 L.F. 15" PVC SDR 26 Sewer Main 410.55 L.F. Directional Bore & Install 18" PE SDR 11 Sewer Main 992.12 L.F. Excavation and Backfill (0'-15') 7.00 Ea. 4' Dia. Manhole 30.00 C.Y. 1" Crusher Run Backfill Award- 4M Trenching SECTION 10 $459,241 SECTION 11 $495,979 SECTION 12 $790,271 SECTION 13 $566,488