Site work and paving for a civil project in Tower, Minnesota. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; road / highway; and water / sewer project.

As of 05/06/2021 Awarded with $826,547.30 Project Major Items: Number Item Units Quantity 2021.501 Mobilization Lump Sum 0.50 2021.501 Mobilization Lump Sum 0.50 2101.501 Clearing & Grubbing Lump Sum 0.50 2101.501 Clearing & Grubbing Lump Sum 0.50 2104.502 Remove Curb Stop & Box Each 1.00 2104.502 Remove Gate Valve & Box Each 4.00 2104.502 Remove Hydrant Each 1.00 2104.502 Remove Manhole or Catch Basin Each 4.00 2104.502 Remove Manhole or Catch Basin Each 6.00 2104.502 Remove Pipe Apron Each 1.00 2104.503 Remove Curb & Gutter Lin Ft 10.00 2104.503 Remove Metal Culvert Lin Ft 81.00 2104.503 Remove Sanitary Service Pipe Lin Ft 72.00 2104.503 Remove Sewer Pipe (Sanitary) Lin Ft 660.00 2104.503 Remove Sewer Pipe (Storm) Lin Ft 534.00 2104.503 Remove Water Main Lin Ft 666.00 2104.503 Remove Water Service Pipe Lin Ft 71.00 2104.503 Sawing Bit Pavement (Full Depth) Lin Ft 177.00 2104.503 Sawing Bit Pavement (Full Depth) Lin Ft 400.00 2104.503 Sawing Concrete Pavement (Full Depth) Lin Ft 5.00 2104.503 Sawing Concrete Pavement (Full Depth) Lin Ft 8.00 2104.504 Remove Bituminous Pavement Sq Yd 560.00 2104.504 Remove Bituminous Pavement Sq Yd 3,998.00 2104.518 Remove Concrete Sidewalk Sq Ft 329.00 2104.518 Remove Concrete Sidewalk Sq Ft 614.00 2105.504 Geotextile Fabric Type 5 Sq Yd 3,984.00 2105.507 Common Excavation Cu Yd 522.00 2105.507 Common Excavation Cu Yd 2,528.00 2105.507 Select Granular Borrow Mod 7% (Cv) Cu Yd 1,264.00 2118.507 Aggregate Surfacing (Cv) Class 5 Cu Yd 38.00 2118.507 Aggregate Surfacing (Cv) Class 5 Cu Yd 76.00 2131.506 Calcium Chloride Solution Gallon 1,000.00 2211.507 Aggregate Base (Cv) Class 5 Cu Yd 116.00 2211.507 Aggregate Base (Cv) Class 5 Cu Yd 505.00 2232.504 Mill Bituminous Surface (1.5") Sq Yd 666.00 2360.509 Type Sp 12.5 Non Wear Course Mix (3;c) Ton 364.00 2360.509 Type Sp 12.5 Wearing Course Mix (3;c) Ton 126.00 2360.509 Type Sp 12.5 Wearing Course Mix (3;c) Ton 334.00 2451.507 Structure Excavation Class R Cu Yd 25.00 2501.502 12" Rc Pipe Apron Each 1.00 2501.502 15" Rc Pipe Apron Each 1.00 2501.502 30" Rc Pipe Apron Each 1.00 2502.503 4" Perf Pvc Pipe Drain Lin Ft 1,271.00 2503.503 12" Rc Pipe Sewer Des 3006 Cl V Lin Ft 143.00 2503.503 15" Rc Pipe Sewer Des 3006 Cl V Lin Ft 59.00 2503.503 24" Rc Pipe Sewer Des 3006 Cl V Lin Ft 115.00 2503.503 27" Rc Pipe Sewer Des 3006 Cl V Lin Ft 165.00 2503.503 30" Rc Pipe Sewer Des 3006 Cl V Lin Ft 204.00 2503.602 8"X6" Pvc Wye Each 8.00 2503.602 Connect to Existing Manholes (San) Each 1.00 2503.602 Connect to Existing Sanitary Sewer Each 2.00 2503.602 Connect to Existing Sanitary Sewer Ser Each 2.00 2503.603 6" Pvc Sanitary Service Pipe Lin Ft 324.00 2503.603 8" Pvc Pipe Sewer Lin Ft 693.00 2504.601 Temporary Water Service Lump Sum 1.00 2504.602 1" Corporation Stop Each 7.00 2504.602 1" Curb Stop & Box Each 7.00 2504.602 2" Corporation Stop Each 1.00 2504.602 2" Curb Stop & Box Each 1.00 2504.602 6" Gate Valve & Box Each 2.00 2504.602 8" Gate Valve & Box Each 6.00 2504.602 Adjust Gate Valve & Box Each 1.00 2504.602 Connect to Existing Water Main Each 5.00 2504.602 Connect to Existing Water Service Each 2.00 2504.602 Hydrant Assembly Each 1.00 2504.603 1" Type K Copper Pipe Lin Ft 210.00 2504.603 2" Type K Copper Pipe Lin Ft 78.00 2504.603 6" Watermain Ductile Iron Cl 52 Lin Ft 44.00 2504.603 8" Watermain Ductile Iron Cl 52 Lin Ft 650.00 2504.604 3" Polystyrene Insulation Sq Yd 64.00 2506.502 Adjust Frame & Ring Casting Each 1.00 2506.502 Adjust Frame & Ring Casting Each 1.00 2506.502 Casting Assembly Each 4.00 2506.502 Casting Assembly Each 9.00 2506.502 Const Drainage Structure Design F Each 2.00 2506.502 Const Drainage Structure Design H Each 1.00 2506.503 Const Drainage Structure Des 48-4020 Lin Ft 11.00 2506.503 Const Drainage Structure Des 60-4020 Lin Ft 34.00 2506.503 Const Drainage Structure Des 84-4020 Lin Ft 6.00 2506.503 Construct Drainage Structure Design 4007 Lin Ft 37.00 2506.602 Manhole Frame Seals Each 4.00 2511.507 Random Riprap Class Iii Cu Yd 57.00 2521.518 4" Concrete Walk Sq Ft 376.00 2521.518 6" Concrete Walk Sq Ft 77.00 2531.503 Concrete Curb Design B6 Lin Ft 194.00 2531.503 Concrete Curb & Gutter Design B624 Lin Ft 1,764.00 2531.504 7" Concrete Driveway Pavement Sq Yd 264.00 2531.604 8" Concrete Valley Gutter Sq Yd 77.00 2531.618 Truncated Domes Sq Ft 69.00 2563.601 Traffic Control Lump Sum 0.50 2563.601 Traffic Control Lump Sum 0.50 2564.518 Sign Panels Type C Sq Ft 31.00 2572.510 Prune Trees Hour 1.00 2573.502 Culvert End Controls Each 1.00 2573.502 Storm Drain Inlet Protection Each 11.00 2573.503 Sediment Control Log Type Wood Fiber Lin Ft 528.00 2573.503 Silt Fence; Type Hi Lin Ft 1,026.00 2573.602 Stabilized Construction Exit Each 2.00 2574.507 Common Topsoil Borrow Cu Yd 354.00 2574.508 Fertilizer Type 3 Pound 233.00 2575.504 Erosion Control Blankets Category 3n Sq Yd 607.00 2575.505 Seeding Acre 0.65 2575.508 Hydraulic Bonded Fiber Matrix Pound 2,327.00 2575.508 Seed Mixture 25-131 Pound 293.00 2582.503 4" Dble Solid Line Multi Comp Lin Ft 1,198.00 2582.503 4" Solid Line Paint Lin Ft 324.00 2582.518 Crosswalk Multi Comp Gr in Sq Ft 162.00 Minimum wage rates to be paid by the contractor have been predetermined and are subject to the Work Hours Act of 1962, P.L. 87-581. Those which apply to this project are set forth in the proposal for this project. Electronic bids must be accompanied by a corporate surety bond in an amount which is at least equal to 5% of the total amount, and may be submitted electronically using Surety 2000 or InSure Vision Technologies, LLC, or as a hard copy by mail or other delivery method, either as a corporate surety bond or a certified check made payable to the County Auditor of St. Louis County