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Published May 13, 2025 at 8:00 PM

Updated May 14, 2025

Site work for a road / highway in Guthrie, Oklahoma. Completed plans call for site work for a road / highway.

Quantity Unit Description Oklahoma Avenue and Wentz Street 131.00 C.Y. Aggregate Base Type A (8" Thk.) 97.00 S.Y. Concrete Sidewalk (5" Thk.) 50.00 S.Y. Sidewalk Brick Pavers (Remove & Replace) 168.00 Tons Asphalt Paving (8" Thk.)(Includes Prime & Tack Coats) 52.00 Tons Asphalt Paving (Overlay 2" S-4 Asphalt Mix)(Include Tack Coat) 456.00 S.Y. Cold Milling Pavement 44.00 C.Y. P.C. Concrete (8" Thk.) 197.00 S.Y. P.C. Concrete Placement (8" Thk.) 5.00 Each Inlet CI Des. 1 (STD) 4.00 Each Inlet CI Des. 2 (STD) W/O Hoods 2.00 Each Inlet CI Des. 2 (STD) 237.00 L.F. 12" ADS HP Storm Dual Wall Pipe 87.00 L.F. 24"x 48" RCB Storm Sewer 4.00 Each Provide & Install 30" Stop Sign & Posts Oklahoma Avenue and 1st Street 70.00 C.Y. 1" Crusher Run Backfill 112.00 C.Y. Aggregate Base Type A (8" Thk.) 39.00 S.Y. Concrete Sidewalk (5" Thk.) 102.00 S.Y. Sidewalk Brick Pavers (Remove & Replace) 144.00 Tons Asphalt Paving (8" Thk.)(Includes Prime & Tack Coats) 40.00 Tons Asphalt Paving (Overlay 2" S-4 Asphalt Mix)(Include Tack Coat) 356.00 S.Y. Cold Milling Pavement 38.00 C.Y. P.C. Concrete (8" Thk.) 170.00 S.Y. P.C. Concrete Placement (8" Thk.) 8.00 Each Inlet CI Des. 1 (STD) W/O Hoods 235.00 L.F. 12" ADS HP Storm Dual Wall Pipe Harrison Avenue and 1st Street 30.00 L.F. Zero Height Concrete Curb 39.00 C.Y. 1" Crusher Run Backfill 87.00 C.Y. Aggregate Base Type A (8" Thk.) 32.00 S.Y. Concrete Paving (Stamped and Colored) 45.00 S.Y. Roadway Brick Pavers Remove & Reset w/ Concrete Base 114.00 Tons Asphalt Paving (8" Thk.)(Includes Prime & Tack Coats) 43.00 Tons Asphalt Paving (Overlay 2" S-4 Asphalt Mix)(Include Tack Coat) 376.00 S.Y. Cold Milling Pavement 31.00 C.Y. P.C. Concrete (8" Thk.) 167.00 S.Y. P.C. Concrete Placement (8" Thk.) 4.00 Each Inlet CI Des. 1 (STD) Page 2 190.00 L.F. 12" ADS HP Storm Dual Wall Pipe

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Roads / Highways

$828,661.00

Public - City

Site Work

37

23

22

3

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