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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Pillsbury Point | Date: 7/23/2026 | Project No. |
| Shoreline Stabilization | County: | DICKINSON | Time: 11:00 a.m. | 24-01-30-03 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $2,350,000.00 | Contractor: | | Midwest Lake Service | Schoelerman Contracting | Groundworx Hydrovac LLC | | |||||||
| Funding Source: 10% Marine Fuel Tax, 90% Lake Restoration, | | 2902 Aurora Ave W | | 1530 370th St | | 352 S Ginny Circle | | ||||||
| Spirit Lake IA 51360 | | Royal IA 51357 | | Grantsville UT 84029 | | |||||||
| Plan Sets Requested: 5 | Quantities | | 712-339-6868 | | 712-260-4595 | | 801-514-3622 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | CLEARING AND GRUBBING | 1.03 | Acres | | $83,000.00 | $85,490.00 | | $34,164.29 | $35,189.219 | | $950,000.00 | $978,500.00 | |
| 2 | TOPSOIL, OFF-SITE | 3580 | C.Y. | | $92.96 | $332,796.80 | | $110.50 | $395,590.00 | | $40.00 | $143,200.00 | |
| 3 | EXCAVATION, CLASS 13 | 6520 | C.Y. | | $83.28 | $542,985.60 | | $85.36 | $556,547.20 | | $233.10 | $1,519,812.00 | |
| 4 | REMOVAL OF STRUCTURE, STAIRS | 17 | Each | | $2,000.00 | $34,000.00 | | $1,431.04 | $24,327.68 | | $2,000.00 | $34,000.00 | |
| 5 | REMOVAL OF STRUCTURE, DECK | 7 | Each | | $2,000.00 | $14,000.00 | | $2,100.22 | $14,701.54 | | $2,000.00 | $14,000.00 | |
| 6 | REMOVAL OF STRUCTURE, SHACK/SHED | 1 | Each | | $5,000.00 | $5,000.00 | | $4,141.57 | $4,141.57 | | $20,000.00 | $20,000.00 | |
| 7 | ASPHALT OVERLAY, HMA ST SURFACE, 2" THICKNESS, 1/2" MIX, PG 58-28S | 2740 | S.Y. | | $16.00 | $43,840.00 | | $32.44 | $88,885.60 | | $12.00 | $32,880.00 | |
| 8 | SHARED USE PATH, PCC, 5 INCH | 11 | S.Y. | | $180.00 | $1,980.00 | | $77.76 | $855.36 | | $681.82 | $7,500.02 | |
| 9 | ENGINEERING FABRIC | 9700 | S.Y. | | $2.65 | $25,705.00 | | $2.11 | $20,467.00 | | $2.53 | $24,541.00 | |
| 10 | PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE | 7.02 | STA. | | $712.25 | $4,999.995 | | $401.34 | $2,817.407 | | $285.00 | $2,000.70 | |
| 11 | PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE | 1 | Each | | $150.00 | $150.00 | | $939.14 | $939.14 | | $285.00 | $285.00 | |
| 12 | TEMPORARY TRAFFIC CONTROL | 1 | L.S. | | $55,000.00 | $55,000.00 | | $4,320.00 | $4,320.00 | | $1.00 | $1.00 | |
| 13 | CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN | 0.16 | Acres | | $3,200.00 | $512.00 | | $15,818.48 | $2,530.957 | | $15,625.00 | $2,500.00 | |
| 14 | CONVENTIONAL SEEDING, SEEDING, AND MULCHING, TYPE 5 - RURAL TEMORARY EROSION CONTROL | 1.35 | Acres | | $1,800.00 | $2,430.00 | | $3,387.82 | $4,573.557 | | $4,629.63 | $6,250.001 | |
| 15 | HYDRAULIC SEEDING, SEEDING, AND MULCHING, NATIVE | 1.19 | Acres | | $18,500.00 | $22,015.00 | | $5,634.78 | $6,705.388 | | $5,252.10 | $6,249.999 | |
| 16 | SWPPP PREPARATION | 1 | L.S. | | $5,000.00 | $5,000.00 | | $3,780.00 | $3,780.00 | | $4,000.00 | $4,000.00 | |
| 17 | SWPPP MANAGEMENT | 1 | L.S. | | $15,000.00 | $15,000.00 | | $5,400.00 | $5,400.00 | | $7,500.00 | $7,500.00 | |
| 18 | FILTER SOCK, 9 INCH | 2950 | L.F. | | $4.00 | $11,800.00 | | $2.58 | $7,611.00 | | $5.00 | $14,750.00 | |
| 19 | FILTER SOCKS, REMOVAL | 2950 | L.F. | | $1.50 | $4,425.00 | | $0.84 | $2,478.00 | | $1.00 | $2,950.00 | |
| 20 | TEMPORARY RECP, 3.B | 4900 | S.Y. | | $3.50 | $17,150.00 | | $3.64 | $17,836.00 | | $5.00 | $24,500.00 | |
| 21 | RIP RAP, CLASS D | 5000 | Tons | | $120.00 | $600,000.00 | | $103.81 | $519,050.00 | | $53.00 | $265,000.00 | |
| 22 | FIELDSTONE (IMPORTED) | 805 | Tons | | $150.00 | $120,750.00 | | $135.07 | $108,731.35 | | $79.00 | $63,595.00 | |
| 23 | FIELDSTONE (SALVAGED) | 475 | Tons | | $50.00 | $23,750.00 | | $50.87 | $24,163.25 | | $21.05 | $9,998.75 | |
| 24 | FLOATING SILT CURTAIN (TURBIDITY BARRIER), INSTALLED | 500 | L.F. | | $35.00 | $17,500.00 | | $48.60 | $24,300.00 | | $25.00 | $12,500.00 | |
| 25 | FLOATING SILT CURTAIN (TURBIDITY BARRIER), SALVAGED AND REINSTALLED | 2000 | L.F. | | $5.00 | $10,000.00 | | $16.20 | $32,400.00 | | $2.00 | $4,000.00 | |
| 26 | FIELDSTONE BOULDER (36-INCH TO 42-INCH) | 5 | Each | | $600.00 | $3,000.00 | | $797.32 | $3,986.60 | | $500.00 | $2,500.00 | |
| 27 | FIELDSTONE BOULDER (24-INCH TO 30-INCH) | 20 | Each | | $475.00 | $9,500.00 | | $438.10 | $8,762.00 | | $300.00 | $6,000.00 | |
| 28 | FIELDSTONE BOULDER (12-INCH TO 18-INCH) | 25 | Each | | $175.00 | $4,375.00 | | $148.66 | $3,716.50 | | $200.00 | $5,000.00 | |
| 29 | TEMPORARY CONSTRUCTION FENCE, ORANGE PLASTIC, 48 INCH | 2400 | L.F. | | $2.00 | $4,800.00 | | $2.53 | $6,072.00 | | $4.17 | $10,008.00 | |
| 30 | FIELDSTONE BOULDER RETAINING WALL | 30 | L.F. | | $450.00 | $13,500.00 | | $704.19 | $21,125.70 | | $166.66 | $4,999.80 | |
| 31 | QUARTZITE STEPPED RETAINING WALL | 41 | Tons | | $4,980.00 | $204,180.00 | | $3,695.44 | $151,513.04 | | $400.00 | $16,400.00 | |
| 32 | SOIL NAIL ASSEMBLIES | 154 | Each | | $3,214.28 | $494,999.12 | | $2,754.00 | $424,116.00 | | $2,500.00 | $385,000.00 | |
| 33 | HIGH-TENSILE WIRE MESH | 8740 | S.F. | | $16.50 | $144,210.00 | | $19.44 | $169,905.60 | | $16.00 | $139,840.00 | |
| 34 | GEOCELL SLOPE STABILIZATION | 10224 | S.F. | | $9.29 | $94,980.96 | | $5.97 | $61,037.28 | | $5.00 | $51,120.00 | |
| 35 | MOBILIZATION | 1 | L.S. | | $300,000.00 | $300,000.00 | | $888,060.52 | $888,060.52 | | $175,000.00 | $175,000.00 | |
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| $3,269,824.475 | | $3,646,636.458 | | $3,996,381.27 | | ||||||||
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| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $2,350,000.00 | Contractor: | | Three Oaks Construction, Inc | Central Seeding LLC | | ||||||||
| Funding Source: 10% Marine Fuel Tax, 90% Lake Restoration, | | 515 S Flynn St | | 19809 Cornhusker Rd | | | |||||||
| North Sioux City SD 57049 | | Gretna NE 68028 | | | ||||||||
| Plan Sets Requested: 5 | Quantities | | 712-251-1767 | | 402-510-2157 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
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| 1 | CLEARING AND GRUBBING | 1.03 | Acres | | $25,000.00 | $25,750.00 | | $91,800.00 | $94,554.00 | | $0.00 | | |
| 2 | TOPSOIL, OFF-SITE | 3580 | C.Y. | | $106.00 | $379,480.00 | | $81.00 | $289,980.00 | | $0.00 | | |
| 3 | EXCAVATION, CLASS 13 | 6520 | C.Y. | | $90.00 | $586,800.00 | | $54.00 | $352,080.00 | | $0.00 | | |
| 4 | REMOVAL OF STRUCTURE, STAIRS | 17 | Each | | $3,000.00 | $51,000.00 | | $3,240.00 | $55,080.00 | | $0.00 | | |
| 5 | REMOVAL OF STRUCTURE, DECK | 7 | Each | | $8,000.00 | $56,000.00 | | $4,320.00 | $30,240.00 | | $0.00 | | |
| 6 | REMOVAL OF STRUCTURE, SHACK/SHED | 1 | Each | | $10,000.00 | $10,000.00 | | $8,640.00 | $8,640.00 | | $0.00 | | |
| 7 | ASPHALT OVERLAY, HMA ST SURFACE, 2" THICKNESS, 1/2" MIX, PG 58-28S | 2740 | S.Y. | | $28.00 | $76,720.00 | | $49.00 | $134,260.00 | | $0.00 | | |
| 8 | SHARED USE PATH, PCC, 5 INCH | 11 | S.Y. | | $100.00 | $1,100.00 | | $1,026.00 | $11,286.00 | | $0.00 | | |
| 9 | ENGINEERING FABRIC | 9700 | S.Y. | | $7.00 | $67,900.00 | | $14.00 | $135,800.00 | | $0.00 | | |
| 10 | PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE | 7.02 | STA. | | $3,000.00 | $21,060.00 | | $772.00 | $5,419.44 | | $0.00 | | |
| 11 | PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE | 1 | Each | | $1,000.00 | $1,000.00 | | $2,160.00 | $2,160.00 | | $0.00 | | |
| 12 | TEMPORARY TRAFFIC CONTROL | 1 | L.S. | | $1,000.00 | $1,000.00 | | $16,200.00 | $16,200.00 | | $0.00 | | |
| 13 | CONVENTIONAL SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN | 0.16 | Acres | | $10,000.00 | $1,600.00 | | $10,820.00 | $1,731.20 | | $0.00 | | |
| 14 | CONVENTIONAL SEEDING, SEEDING, AND MULCHING, TYPE 5 - RURAL TEMORARY EROSION CONTROL | 1.35 | Acres | | $8,000.00 | $10,800.00 | | $5,400.00 | $7,290.00 | | $0.00 | | |
| 15 | HYDRAULIC SEEDING, SEEDING, AND MULCHING, NATIVE | 1.19 | Acres | | $15,000.00 | $17,850.00 | | $16,200.00 | $19,278.00 | | $0.00 | | |
| 16 | SWPPP PREPARATION | 1 | L.S. | | $3,500.00 | $3,500.00 | | $10,800.00 | $10,800.00 | | $0.00 | | |
| 17 | SWPPP MANAGEMENT | 1 | L.S. | | $20,000.00 | $20,000.00 | | $5,400.00 | $5,400.00 | | $0.00 | | |
| 18 | FILTER SOCK, 9 INCH | 2950 | L.F. | | $7.00 | $20,650.00 | | $10.00 | $29,500.00 | | $0.00 | | |
| 19 | FILTER SOCKS, REMOVAL | 2950 | L.F. | | $3.00 | $8,850.00 | | $5.00 | $14,750.00 | | $0.00 | | |
| 20 | TEMPORARY RECP, 3.B | 4900 | S.Y. | | $6.00 | $29,400.00 | | $5.00 | $24,500.00 | | $0.00 | | |
| 21 | RIP RAP, CLASS D | 5000 | Tons | | $100.00 | $500,000.00 | | $319.00 | $1,595,000.00 | | $0.00 | | |
| 22 | FIELDSTONE (IMPORTED) | 805 | Tons | | $150.00 | $120,750.00 | | $216.00 | $173,880.00 | | $0.00 | | |
| 23 | FIELDSTONE (SALVAGED) | 475 | Tons | | $70.00 | $33,250.00 | | $135.00 | $64,125.00 | | $0.00 | | |
| 24 | FLOATING SILT CURTAIN (TURBIDITY BARRIER), INSTALLED | 500 | L.F. | | $60.00 | $30,000.00 | | $43.00 | $21,500.00 | | $0.00 | | |
| 25 | FLOATING SILT CURTAIN (TURBIDITY BARRIER), SALVAGED AND REINSTALLED | 2000 | L.F. | | $10.00 | $20,000.00 | | $22.00 | $44,000.00 | | $0.00 | | |
| 26 | FIELDSTONE BOULDER (36-INCH TO 42-INCH) | 5 | Each | | $500.00 | $2,500.00 | | $2,700.00 | $13,500.00 | | $0.00 | | |
| 27 | FIELDSTONE BOULDER (24-INCH TO 30-INCH) | 20 | Each | | $150.00 | $3,000.00 | | $540.00 | $10,800.00 | | $0.00 | | |
| 28 | FIELDSTONE BOULDER (12-INCH TO 18-INCH) | 25 | Each | | $80.00 | $2,000.00 | | $540.00 | $13,500.00 | | $0.00 | | |
| 29 | TEMPORARY CONSTRUCTION FENCE, ORANGE PLASTIC, 48 INCH | 2400 | L.F. | | $5.00 | $12,000.00 | | $11.00 | $26,400.00 | | $0.00 | | |
| 30 | FIELDSTONE BOULDER RETAINING WALL | 30 | L.F. | | $1,000.00 | $30,000.00 | | $205.00 | $6,150.00 | | $0.00 | | |
| 31 | QUARTZITE STEPPED RETAINING WALL | 41 | Tons | | $4,500.00 | $184,500.00 | | $5,900.00 | $241,900.00 | | $0.00 | | |
| 32 | SOIL NAIL ASSEMBLIES | 154 | Each | | $3,300.00 | $508,200.00 | | $2,376.00 | $365,904.00 | | $0.00 | | |
| 33 | HIGH-TENSILE WIRE MESH | 8740 | S.F. | | $22.00 | $192,280.00 | | $38.00 | $332,120.00 | | $0.00 | | |
| 34 | GEOCELL SLOPE STABILIZATION | 10224 | S.F. | | $6.00 | $61,344.00 | | $27.00 | $276,048.00 | | $0.00 | | |
| 35 | MOBILIZATION | 1 | L.S. | | $925,000.00 | $925,000.00 | | $270,000.00 | $270,000.00 | | $0.00 | | |
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| $4,015,284.00 | | $4,703,775.64 | | $0.00 | | ||||||||
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8/7/2026