Site work, paving and new construction of a bridge / tunnel in Rice Lake, Minnesota. Completed plans call for the construction of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Read carefully the wage scales as they affect this project. 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. LOCATION: County Bridge 285 located on CSAH 21 and 0.9 Mi. N. of CSAH 120 JCT SAP 069-621-036, CP 0021-300205 Major items of work are: MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; CLEARING & GRUBBING, LUMP SUM 1.00; REMOVE MARKER, EACH 8.00; SALVAGE SIGN, EACH 3.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 100.00; REMOVE GUARDRAIL-PLATE BEAM, LIN FT 520.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 3,770.00; REMOVE REGULATED WASTE MATERIAL, LUMP SUM 1.00; ONE LANE BYPASS (14' LANE), LUMP SUM 1.00; EXCAVATION - COMMON(P), CU YD 405.00; GRANULAR EMBANKMENT (CV)(P), CU YD 1,775.00; SELECT GRANULAR EMBANKMENT MOD 7% (CV)(P), CU YD 300.00; COMMON EMBANKMENT (CV)(P), CU YD 220.00; AGGREGATE SURFACING (CV) CLASS 5(P), CU YD 240.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 840.00; TYPE SP 12.5 WEARING COURSE MIX (2;C), TON 1,260.00; TYPE S (TL-4) 36" BARRIER CONC (3S52)(P), LIN FT 152.00; STRUCTURAL CONCRETE (3B52)(P), CU YD 86.00; REINFORCEMENT BARS (EPOXY COATED)(P), POUND 29,790.00; REINFORCEMENT BARS (STAINLESS-75KSI)(P), POUND 830.00; STRUCTURE EXCAVATION, LUMP SUM 1.00; SLOPE PREPARATION, LUMP SUM 1.00; BRIDGE SLAB CONCRETE (3YHPC-M)(P), SQ FT 2,525.00; ELASTOMERIC BEARING PAD TYPE 1, EACH 14.00; PRESTRESSED CONCRETE BEAMS 22RB(P), LIN FT 369.00; BRIDGE APPROACH PANELS(P), SQ YD 210.00; CONCRETE FLUME, EACH 2.00; REMOVE EXISTING BRIDGE, LUMP SUM 1.00; PILE REDRIVING, EACH 12.00; PILE HAMMER MOBILIZATION, LUMP SUM 1.00; PILE PLACEMENT, EACH 12.00; ROCK SOCKET, EACH 12.00; PREBORING (EARTH), LIN FT 96.00; STEEL H-PILING 10", LIN FT 246.00; DRAINAGE SYSTEM TYPE (B910), LUMP SUM 1.00; GEOTEXTILE FILTER TYPE 7, SQ YD 355.00; RANDOM RIPRAP CLASS III, CU YD 216.00; END TREATMENT-TANGENT TERMINAL, EACH 4.00; TRAFFIC BARRIER DESIGN TYPE 31, LIN FT 100.00; TRAFFIC BARRIER DESIGN TRANS TYPE 31, LIN FT 100.00; TRAFFIC CONTROL, LUMP SUM 1.00; PORTABLE SIGNAL SYSTEM, LUMP SUM 1.00; OBJECT MARKER TYPE X4-4, EACH 4.00; OBJECT MARKER TYPE X4-5, EACH 4.00; INSTALL SIGN, EACH 3.00; STABILIZED CONSTRUCTION EXIT, LUMP SUM 1.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; SILT FENCE; TYPE HI, LIN FT 1,500.00; FLOTATION SILT CURTAIN TYPE MOVING WATER, LIN FT 240.00; FERTILIZER TYPE 3, POUND 140.00; EROSION CONTROL BLANKETS CATEGORY 3N, SQ YD 1,750.00; SEEDING, ACRE 0.40; SEED MIXTURE 25-141, POUND 90.00; RAPID STABILIZATION METHOD 3, M GALLON 1.20; 6" SOLID LINE PAINT, LIN FT 1,730.00; 4" DBLE SOLID LINE PAINT, LIN FT 740.00;