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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Green Island and Princeton WMA | Date: 6/18/2026 | Project No. |
| Flood Repair | County: | JACKSON | Time: 11:00 a.m. | 25-06-49-05 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $4,300,000.00 | Contractor: | | Boomerang Corp | Top Grade Excavating Inc | JNC Construction LLC | | |||||||
| Funding Source: 75% Federal-FEMA 1, 25% Executive Council, | | 13225 Circle Drive Suite A PO Box 227 | | 971 9th Ave NW | | 609 3rd St | | ||||||
| Anamosa IA 52205 | | Farley IA 52046 | | Clearfield IA 50840 | | |||||||
| Plan Sets Requested: 16 | Quantities | | 319-462-4435 | | 563-744-3416 | | 641-344-4119 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | CLEARING AND GRUBBING | 1 | L.S. | | $1,000.00 | $1,000.00 | | $4,255.00 | $4,255.00 | | $1,000.00 | $1,000.00 | |
| 2 | CLASS 10 EXCAVATION | 3781 | C.Y. | | $8.00 | $30,248.00 | | $7.80 | $29,491.80 | | $10.00 | $37,810.00 | |
| 3 | EMBANKMENT IN PLACE | 12870 | C.Y. | | $18.00 | $231,660.00 | | $32.00 | $411,840.00 | | $23.00 | $296,010.00 | |
| 4 | GRANULAR SURFACING, CLASS A CRUSHED STONE | 2670 | Tons | | $26.50 | $70,755.00 | | $20.50 | $54,735.00 | | $25.00 | $66,750.00 | |
| 5 | REMOVAL OF EXISTING PIPE | 1 | L.S. | | $2,700.00 | $2,700.00 | | $6,890.00 | $6,890.00 | | $5,000.00 | $5,000.00 | |
| 6 | 36 INCH CONCRETE PIPE APRONS | 4 | Each | | $2,000.00 | $8,000.00 | | $2,580.00 | $10,320.00 | | $5,000.00 | $20,000.00 | |
| 7 | 48 INCH CORRUGATED METAL PIPE APRON | 8 | Each | | $2,000.00 | $16,000.00 | | $2,445.00 | $19,560.00 | | $3,000.00 | $24,000.00 | |
| 8 | 48 INCH CORRUGATED METAL PIPE | 200 | L.F. | | $200.00 | $40,000.00 | | $191.00 | $38,200.00 | | $178.76 | $35,752.00 | |
| 9 | 8 INCH CORRUGATED INTAKE RISER FOR WATER CONTROL STRUCTURE | 2 | Each | | $3,000.00 | $6,000.00 | | $3,245.00 | $6,490.00 | | $2,500.00 | $5,000.00 | |
| 10 | 36 INCH REINFORCED CONCRETE PIPE | 186 | L.F. | | $200.00 | $37,200.00 | | $169.00 | $31,434.00 | | $142.35 | $26,477.10 | |
| 11 | HIGH STRENGTH GROUT FOR MUDJACKING | 10 | C.Y. | | $300.00 | $3,000.00 | | $684.00 | $6,840.00 | | $1,000.00 | $10,000.00 | |
| 12 | EROSION STONE | 50 | Tons | | $50.00 | $2,500.00 | | $37.50 | $1,875.00 | | $30.00 | $1,500.00 | |
| 13 | REVETMENT, CLASS B | 6388 | Tons | | $53.00 | $338,564.00 | | $49.00 | $313,012.00 | | $54.00 | $344,952.00 | |
| 14 | REVETMENT, CLASS E | 22646 | Tons | | $42.00 | $951,132.00 | | $47.00 | $1,064,362.00 | | $51.00 | $1,154,946.00 | |
| 15 | MOBILIZATION | 1 | L.S. | | $117,000.00 | $117,000.00 | | $7,955.00 | $7,955.00 | | $80,000.00 | $80,000.00 | |
| 16 | ARTICULATED CONCRETE MATTING | 31900 | S.Y. | | $50.00 | $1,595,000.00 | | $47.50 | $1,515,250.00 | | $54.00 | $1,722,600.00 | |
| 17 | REMOVAL OF DEBRIS | 1 | L.S. | | $1,000.00 | $1,000.00 | | $0.01 | $0.01 | | $1,000.00 | $1,000.00 | |
| 18 | 48 INCH PRECAST WATER CONTROL STRUCTURE | 1 | L.S. | | $28,000.00 | $28,000.00 | | $19,340.00 | $19,340.00 | | $30,000.00 | $30,000.00 | |
| 19 | WOOD EXCELSIOR MAT | 4810.1 | SQ. | | $14.30 | $68,784.43 | | $14.50 | $69,746.45 | | $0.70 | $3,367.07 | |
| 20 | MULCH | 11.3 | Acres | | $410.00 | $4,633.00 | | $405.00 | $4,576.50 | | $2,035.00 | $22,995.50 | |
| 21 | SEEDING, TEMPORARY STABILIZING CROP | 11.3 | Acres | | $260.00 | $2,938.00 | | $253.00 | $2,858.90 | | $2,035.00 | $22,995.50 | |
| 22 | SEEDING | 11.3 | Acres | | $600.00 | $6,780.00 | | $583.00 | $6,587.90 | | $2,300.00 | $25,990.00 | |
| | | | | | | | | | | | | |
| $3,562,894.43 | | $3,625,619.56 | | $3,938,145.17 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $4,300,000.00 | Contractor: | | Three Oaks Construction, Inc | Connolly Construction Inc | Jones Contractors & Associates LLC | | |||||||
| Funding Source: 75% Federal-FEMA 1, 25% Executive Council, | | 515 S Flynn St | | 18409 N Cascade Rd | | 13635 US-52 | | ||||||
| North Sioux City SD 57049 | | Peosta IA 52068 | | Dyersville IA 52040 | | |||||||
| Plan Sets Requested: 16 | Quantities | | 712-251-1767 | | 563-876-3225 | | 563-880-7885 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | CLEARING AND GRUBBING | 1 | L.S. | | $5,000.00 | $5,000.00 | | $12,500.00 | $12,500.00 | | $49,500.00 | $49,500.00 | |
| 2 | CLASS 10 EXCAVATION | 3781 | C.Y. | | $5.00 | $18,905.00 | | $41.33 | $156,268.73 | | $7.86 | $29,718.66 | |
| 3 | EMBANKMENT IN PLACE | 12870 | C.Y. | | $24.00 | $308,880.00 | | $25.12 | $323,294.40 | | $26.74 | $344,143.80 | |
| 4 | GRANULAR SURFACING, CLASS A CRUSHED STONE | 2670 | Tons | | $26.00 | $69,420.00 | | $24.00 | $64,080.00 | | $36.67 | $97,908.90 | |
| 5 | REMOVAL OF EXISTING PIPE | 1 | L.S. | | $4,000.00 | $4,000.00 | | $15,773.95 | $15,773.95 | | $5,500.00 | $5,500.00 | |
| 6 | 36 INCH CONCRETE PIPE APRONS | 4 | Each | | $3,800.00 | $15,200.00 | | $1,745.00 | $6,980.00 | | $7,975.00 | $31,900.00 | |
| 7 | 48 INCH CORRUGATED METAL PIPE APRON | 8 | Each | | $4,000.00 | $32,000.00 | | $2,230.00 | $17,840.00 | | $5,725.50 | $45,804.00 | |
| 8 | 48 INCH CORRUGATED METAL PIPE | 200 | L.F. | | $360.00 | $72,000.00 | | $235.00 | $47,000.00 | | $176.00 | $35,200.00 | |
| 9 | 8 INCH CORRUGATED INTAKE RISER FOR WATER CONTROL STRUCTURE | 2 | Each | | $4,000.00 | $8,000.00 | | $2,760.00 | $5,520.00 | | $6,589.00 | $13,178.00 | |
| 10 | 36 INCH REINFORCED CONCRETE PIPE | 186 | L.F. | | $300.00 | $55,800.00 | | $180.00 | $33,480.00 | | $192.45 | $35,795.70 | |
| 11 | HIGH STRENGTH GROUT FOR MUDJACKING | 10 | C.Y. | | $800.00 | $8,000.00 | | $715.00 | $7,150.00 | | $1,650.00 | $16,500.00 | |
| 12 | EROSION STONE | 50 | Tons | | $28.00 | $1,400.00 | | $32.80 | $1,640.00 | | $48.40 | $2,420.00 | |
| 13 | REVETMENT, CLASS B | 6388 | Tons | | $49.00 | $313,012.00 | | $58.75 | $375,295.00 | | $44.08 | $281,583.04 | |
| 14 | REVETMENT, CLASS E | 22646 | Tons | | $49.00 | $1,109,654.00 | | $47.59 | $1,077,723.14 | | $34.00 | $769,964.00 | |
| 15 | MOBILIZATION | 1 | L.S. | | $200,000.00 | $200,000.00 | | $53,950.00 | $53,950.00 | | $320,650.00 | $320,650.00 | |
| 16 | ARTICULATED CONCRETE MATTING | 31900 | S.Y. | | $55.00 | $1,754,500.00 | | $57.35 | $1,829,465.00 | | $61.95 | $1,976,205.00 | |
| 17 | REMOVAL OF DEBRIS | 1 | L.S. | | $2,000.00 | $2,000.00 | | $12,000.00 | $12,000.00 | | $24,200.00 | $24,200.00 | |
| 18 | 48 INCH PRECAST WATER CONTROL STRUCTURE | 1 | L.S. | | $38,000.00 | $38,000.00 | | $19,175.00 | $19,175.00 | | $16,205.00 | $16,205.00 | |
| 19 | WOOD EXCELSIOR MAT | 4810.1 | SQ. | | $15.00 | $72,151.50 | | $15.85 | $76,240.085 | | $15.86 | $76,288.186 | |
| 20 | MULCH | 11.3 | Acres | | $1,500.00 | $16,950.00 | | $450.00 | $5,085.00 | | $440.00 | $4,972.00 | |
| 21 | SEEDING, TEMPORARY STABILIZING CROP | 11.3 | Acres | | $700.00 | $7,910.00 | | $280.00 | $3,164.00 | | $275.00 | $3,107.50 | |
| 22 | SEEDING | 11.3 | Acres | | $900.00 | $10,170.00 | | $650.00 | $7,345.00 | | $632.55 | $7,147.815 | |
| | | | | | | | | | | | | |
| $4,122,952.50 | | $4,150,969.305 | | $4,187,891.601 | | ||||||||
| | | | | | | | | | | | | |
| 7 | 8 | 9 | | |||||||||
| Estimated Cost: $4,300,000.00 | Contractor: | | Peterson Contractors, Inc | S2 Construction, LLC | Legacy Corporation of IL | | |||||||
| Funding Source: 75% Federal-FEMA 1, 25% Executive Council, | | 104 Blackhawk St | | 33088 Bellevue Cascade Road | | 16322 Barstow Road | | ||||||
| Reinbeck IA 50669 | | Bellevue IA 52031 | | East Moline IL 61244 | | |||||||
| Plan Sets Requested: 16 | Quantities | | 319-415-6719 | | 563-872-3512 | | 309-203-1094 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | CLEARING AND GRUBBING | 1 | L.S. | | $3,200.00 | $3,200.00 | | $5,000.00 | $5,000.00 | | $10,000.00 | $10,000.00 | |
| 2 | CLASS 10 EXCAVATION | 3781 | C.Y. | | $9.60 | $36,297.60 | | $8.00 | $30,248.00 | | $12.00 | $45,372.00 | |
| 3 | EMBANKMENT IN PLACE | 12870 | C.Y. | | $29.00 | $373,230.00 | | $16.85 | $216,859.50 | | $18.00 | $231,660.00 | |
| 4 | GRANULAR SURFACING, CLASS A CRUSHED STONE | 2670 | Tons | | $23.00 | $61,410.00 | | $28.15 | $75,160.50 | | $32.00 | $85,440.00 | |
| 5 | REMOVAL OF EXISTING PIPE | 1 | L.S. | | $12,900.00 | $12,900.00 | | $5,000.00 | $5,000.00 | | $1,500.00 | $1,500.00 | |
| 6 | 36 INCH CONCRETE PIPE APRONS | 4 | Each | | $1,800.00 | $7,200.00 | | $2,700.00 | $10,800.00 | | $4,000.00 | $16,000.00 | |
| 7 | 48 INCH CORRUGATED METAL PIPE APRON | 8 | Each | | $2,300.00 | $18,400.00 | | $2,750.00 | $22,000.00 | | $2,950.00 | $23,600.00 | |
| 8 | 48 INCH CORRUGATED METAL PIPE | 200 | L.F. | | $212.00 | $42,400.00 | | $184.00 | $36,800.00 | | $230.00 | $46,000.00 | |
| 9 | 8 INCH CORRUGATED INTAKE RISER FOR WATER CONTROL STRUCTURE | 2 | Each | | $3,155.00 | $6,310.00 | | $3,500.00 | $7,000.00 | | $3,250.00 | $6,500.00 | |
| 10 | 36 INCH REINFORCED CONCRETE PIPE | 186 | L.F. | | $230.55 | $42,882.30 | | $193.00 | $35,898.00 | | $225.00 | $41,850.00 | |
| 11 | HIGH STRENGTH GROUT FOR MUDJACKING | 10 | C.Y. | | $800.00 | $8,000.00 | | $490.00 | $4,900.00 | | $1,000.00 | $10,000.00 | |
| 12 | EROSION STONE | 50 | Tons | | $34.50 | $1,725.00 | | $30.00 | $1,500.00 | | $65.00 | $3,250.00 | |
| 13 | REVETMENT, CLASS B | 6388 | Tons | | $51.25 | $327,385.00 | | $40.90 | $261,269.20 | | $50.00 | $319,400.00 | |
| 14 | REVETMENT, CLASS E | 22646 | Tons | | $48.50 | $1,098,331.00 | | $39.50 | $894,517.00 | | $54.00 | $1,222,884.00 | |
| 15 | MOBILIZATION | 1 | L.S. | | $194,000.00 | $194,000.00 | | $218,500.00 | $218,500.00 | | $92,500.00 | $92,500.00 | |
| 16 | ARTICULATED CONCRETE MATTING | 31900 | S.Y. | | $58.00 | $1,850,200.00 | | $72.00 | $2,296,800.00 | | $72.00 | $2,296,800.00 | |
| 17 | REMOVAL OF DEBRIS | 1 | L.S. | | $3,635.00 | $3,635.00 | | $5,000.00 | $5,000.00 | | $5,000.00 | $5,000.00 | |
| 18 | 48 INCH PRECAST WATER CONTROL STRUCTURE | 1 | L.S. | | $26,800.00 | $26,800.00 | | $25,000.00 | $25,000.00 | | $15,000.00 | $15,000.00 | |
| 19 | WOOD EXCELSIOR MAT | 4810.1 | SQ. | | $14.00 | $67,341.40 | | $15.00 | $72,151.50 | | $15.00 | $72,151.50 | |
| 20 | MULCH | 11.3 | Acres | | $400.00 | $4,520.00 | | $600.00 | $6,780.00 | | $500.00 | $5,650.00 | |
| 21 | SEEDING, TEMPORARY STABILIZING CROP | 11.3 | Acres | | $275.00 | $3,107.50 | | $180.00 | $2,034.00 | | $2,000.00 | $22,600.00 | |
| 22 | SEEDING | 11.3 | Acres | | $600.00 | $6,780.00 | | $700.00 | $7,910.00 | | $2,000.00 | $22,600.00 | |
| | | | | | | | | | | | | |
| $4,196,054.80 | | $4,241,127.70 | | $4,595,757.50 | | ||||||||
| | | | | | | | | | | | | |
| 10 | 11 | 12 | | |||||||||
| Estimated Cost: $4,300,000.00 | Contractor: | | Ihrig Works LLC | Miller Trucking & Excavating | | ||||||||
| Funding Source: 75% Federal-FEMA 1, 25% Executive Council, | | 16550 267th Street | | 3303 John Deere Road | | | |||||||
| Long Grove IA 52756 | | Silvis IL 61282 | | | ||||||||
| Plan Sets Requested: 16 | Quantities | | 815-499-8790 | | 309-755-7644 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | CLEARING AND GRUBBING | 1 | L.S. | | $2,050.00 | $2,050.00 | | $10,000.00 | $10,000.00 | | $0.00 | | |
| 2 | CLASS 10 EXCAVATION | 3781 | C.Y. | | $13.25 | $50,098.25 | | $19.00 | $71,839.00 | | $0.00 | | |
| 3 | EMBANKMENT IN PLACE | 12870 | C.Y. | | $38.50 | $495,495.00 | | $35.00 | $450,450.00 | | $0.00 | | |
| 4 | GRANULAR SURFACING, CLASS A CRUSHED STONE | 2670 | Tons | | $34.75 | $92,782.50 | | $35.00 | $93,450.00 | | $0.00 | | |
| 5 | REMOVAL OF EXISTING PIPE | 1 | L.S. | | $12,150.00 | $12,150.00 | | $5,000.00 | $5,000.00 | | $0.00 | | |
| 6 | 36 INCH CONCRETE PIPE APRONS | 4 | Each | | $2,740.00 | $10,960.00 | | $3,845.00 | $15,380.00 | | $0.00 | | |
| 7 | 48 INCH CORRUGATED METAL PIPE APRON | 8 | Each | | $2,475.00 | $19,800.00 | | $3,214.00 | $25,712.00 | | $0.00 | | |
| 8 | 48 INCH CORRUGATED METAL PIPE | 200 | L.F. | | $285.00 | $57,000.00 | | $310.00 | $62,000.00 | | $0.00 | | |
| 9 | 8 INCH CORRUGATED INTAKE RISER FOR WATER CONTROL STRUCTURE | 2 | Each | | $4,200.00 | $8,400.00 | | $4,727.00 | $9,454.00 | | $0.00 | | |
| 10 | 36 INCH REINFORCED CONCRETE PIPE | 186 | L.F. | | $215.00 | $39,990.00 | | $237.00 | $44,082.00 | | $0.00 | | |
| 11 | HIGH STRENGTH GROUT FOR MUDJACKING | 10 | C.Y. | | $900.00 | $9,000.00 | | $1,000.00 | $10,000.00 | | $0.00 | | |
| 12 | EROSION STONE | 50 | Tons | | $72.00 | $3,600.00 | | $80.00 | $4,000.00 | | $0.00 | | |
| 13 | REVETMENT, CLASS B | 6388 | Tons | | $55.00 | $351,340.00 | | $80.00 | $511,040.00 | | $0.00 | | |
| 14 | REVETMENT, CLASS E | 22646 | Tons | | $55.50 | $1,256,853.00 | | $80.00 | $1,811,680.00 | | $0.00 | | |
| 15 | MOBILIZATION | 1 | L.S. | | $80,000.00 | $80,000.00 | | $90,000.00 | $90,000.00 | | $0.00 | | |
| 16 | ARTICULATED CONCRETE MATTING | 31900 | S.Y. | | $67.60 | $2,156,440.00 | | $93.50 | $2,982,650.00 | | $0.00 | | |
| 17 | REMOVAL OF DEBRIS | 1 | L.S. | | $7,900.00 | $7,900.00 | | $10,000.00 | $10,000.00 | | $0.00 | | |
| 18 | 48 INCH PRECAST WATER CONTROL STRUCTURE | 1 | L.S. | | $22,150.00 | $22,150.00 | | $22,715.00 | $22,715.00 | | $0.00 | | |
| 19 | WOOD EXCELSIOR MAT | 4810.1 | SQ. | | $14.00 | $67,341.40 | | $16.50 | $79,366.65 | | $0.00 | | |
| 20 | MULCH | 11.3 | Acres | | $400.00 | $4,520.00 | | $4,000.00 | $45,200.00 | | $0.00 | | |
| 21 | SEEDING, TEMPORARY STABILIZING CROP | 11.3 | Acres | | $250.00 | $2,825.00 | | $800.00 | $9,040.00 | | $0.00 | | |
| 22 | SEEDING | 11.3 | Acres | | $575.00 | $6,497.50 | | $1,990.00 | $22,487.00 | | $0.00 | | |
| | | | | | | | | | | | | |
| $4,757,192.65 | | $6,385,545.65 | | $0.00 | | ||||||||
| | | | | | | | | | | | | |
6/26/2026