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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Wildcat Den State Park | Date: 3/19/2020 | Project No. |
| Curb and Gutter | County: | MUSCATINE | Time: 11:00 a.m. | 20-06-70-01 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $160,000.00 | Contractor: | | Brandt Construction Co. | Ardo Schmidt Construction, Inc. | Sulz Co LLC | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 700 4th St W | | 35010 Hwy 64 | | 2410 Imperial Oaks Dr | | ||||||
| Milan IL 61264 | | Preston IA 52069 | | Muscatine IA 52761 | | |||||||
| Plan Sets Requested: 6 | Quantities | | 3097874644 | | 5636894875 | | 5632728052 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | 2102 - SPECIAL BACKFILL, 6 INCH | 112 | Tons | | $0.00 | $0.00 | | $34.46 | $3,859.52 | | $42.50 | $4,760.00 | |
| 2 | 2102 - EXCAVATION, CLASS 10, WASTE | 56 | C.Y. | | $0.00 | $0.00 | | $30.00 | $1,680.00 | | $36.00 | $2,016.00 | |
| 3 | 2102 - EXCAVATION, CLASS 12, BOULDERS OR ROCK FRAGMENTS | 46 | C.Y. | | $0.00 | $0.00 | | $40.00 | $1,840.00 | | $22.00 | $1,012.00 | |
| 4 | 2102 - EXCAVATION, CL 13, WASTE | 84 | C.Y. | | $0.00 | $0.00 | | $50.00 | $4,200.00 | | $24.00 | $2,016.00 | |
| 5 | 2416 - APRON, CONC, 24" | 2 | Each | | $0.00 | $0.00 | | $750.00 | $1,500.00 | | $1,450.00 | $2,900.00 | |
| 6 | 45 DEGREE ELBOW, HDPE, 24", SDR 17 | 1 | Each | | $0.00 | $0.00 | | $300.00 | $300.00 | | $850.00 | $850.00 | |
| 7 | "T" SECTION, HDPE. 24", SDR 17 | 2 | Each | | $0.00 | $0.00 | | $500.00 | $1,000.00 | | $1,700.00 | $3,400.00 | |
| 8 | 2435 - INTAKE, SW-512, 24 IN. | 2 | Each | | $0.00 | $0.00 | | $1,050.00 | $2,100.00 | | $1,100.00 | $2,200.00 | |
| 9 | 2503 - STORM SWR GRAVITY MAIN,TRENCHED,HDPE,24" SDR 17 | 320 | L.F. | | $0.00 | $0.00 | | $75.00 | $24,000.00 | | $80.00 | $25,600.00 | |
| 10 | 2503 - STORM SEWER ABANDONMENT, FILL AND PLUG, LESS THAN 36 IN. DIA. | 75 | L.F. | | $0.00 | $0.00 | | $17.50 | $1,312.50 | | $50.00 | $3,750.00 | |
| 11 | 2507 - ENGINEERING FABRIC | 100 | S.Y. | | $0.00 | $0.00 | | $5.00 | $500.00 | | $4.50 | $450.00 | |
| 12 | 2507 - REVETMENT, CLASS E | 145 | Tons | | $0.00 | $0.00 | | $52.40 | $7,598.00 | | $48.00 | $6,960.00 | |
| 13 | 2507 - EROSION STONE | 114 | Tons | | $0.00 | $0.00 | | $37.55 | $4,280.70 | | $43.00 | $4,902.00 | |
| 14 | 2510 - REMOVAL OF PAVEMENT | 334 | S.Y. | | $0.00 | $0.00 | | $10.00 | $3,340.00 | | $9.00 | $3,006.00 | |
| 15 | 2512 - CURB AND GUTTER, P.C. CONCRETE, 5.0 FT. STANDARD CURB, 6-INCH PCC | 600 | L.F. | | $0.00 | $0.00 | | $57.00 | $34,200.00 | | $60.00 | $36,000.00 | |
| 16 | 2528 - TRAFFIC CONTROL | 1 | L.S. | | $0.00 | $0.00 | | $1,000.00 | $1,000.00 | | $1,480.00 | $1,480.00 | |
| 17 | 2533 - MOBILIZATION | 1 | L.S. | | $0.00 | $0.00 | | $14,000.00 | $14,000.00 | | $11,925.00 | $11,925.00 | |
| 18 | 2529 - PATCH, FULL-DEPTH FINISH, BY AREA 6 INCH | 17.8 | S.Y. | | $0.00 | $0.00 | | $125.00 | $2,225.00 | | $128.09 | $2,280.002 | |
| 19 | 2529 - PATCH, FULL-DEPTH FINISH, BY COUNT | 1 | Each | | $0.00 | $0.00 | | $1,850.00 | $1,850.00 | | $2,280.00 | $2,280.00 | |
| 20 | 2601 - STABILIZING CROP - SEEDING AND FERTILIZING (RURAL) | 1 | Acres | | $0.00 | $0.00 | | $2,000.00 | $2,000.00 | | $2,000.00 | $2,000.00 | |
| 21 | 2601 - SLOPE PROTECTION, WOOD EXCELSIOR MAT | 100 | SQ. | | $0.00 | $0.00 | | $36.00 | $3,600.00 | | $40.00 | $4,000.00 | |
| 22 | 2602 - SILT FENCE | 100 | L.F. | | $0.00 | $0.00 | | $3.00 | $300.00 | | $5.00 | $500.00 | |
| | | | | | | | | | | | | |
| $0.00 | | $116,685.72 | | $124,287.002 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $160,000.00 | Contractor: | | McClintock Trucking & Excavating Inc. | Miller Trucking & Excavating | Triple B Construction | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 1701 1st Ave | | 3303 John Deere Road | | 710 Ayres Progress Dr | | ||||||
| Silvis IL 61282 | | Silvis IL 61282 | | Wilton IA 52778 | | |||||||
| Plan Sets Requested: 6 | Quantities | | 3099129138 | | 3097557644 | | 5637323478 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | 2102 - SPECIAL BACKFILL, 6 INCH | 112 | Tons | | $40.00 | $4,480.00 | | $30.00 | $3,360.00 | | $35.50 | $3,976.00 | |
| 2 | 2102 - EXCAVATION, CLASS 10, WASTE | 56 | C.Y. | | $100.00 | $5,600.00 | | $34.00 | $1,904.00 | | $55.00 | $3,080.00 | |
| 3 | 2102 - EXCAVATION, CLASS 12, BOULDERS OR ROCK FRAGMENTS | 46 | C.Y. | | $60.00 | $2,760.00 | | $50.00 | $2,300.00 | | $50.00 | $2,300.00 | |
| 4 | 2102 - EXCAVATION, CL 13, WASTE | 84 | C.Y. | | $60.00 | $5,040.00 | | $55.00 | $4,620.00 | | $24.00 | $2,016.00 | |
| 5 | 2416 - APRON, CONC, 24" | 2 | Each | | $1,250.00 | $2,500.00 | | $1,750.00 | $3,500.00 | | $1,500.00 | $3,000.00 | |
| 6 | 45 DEGREE ELBOW, HDPE, 24", SDR 17 | 1 | Each | | $1,000.00 | $1,000.00 | | $1,500.00 | $1,500.00 | | $1,400.00 | $1,400.00 | |
| 7 | "T" SECTION, HDPE. 24", SDR 17 | 2 | Each | | $600.00 | $1,200.00 | | $1,750.00 | $3,500.00 | | $2,250.00 | $4,500.00 | |
| 8 | 2435 - INTAKE, SW-512, 24 IN. | 2 | Each | | $1,000.00 | $2,000.00 | | $2,500.00 | $5,000.00 | | $1,000.00 | $2,000.00 | |
| 9 | 2503 - STORM SWR GRAVITY MAIN,TRENCHED,HDPE,24" SDR 17 | 320 | L.F. | | $125.00 | $40,000.00 | | $135.00 | $43,200.00 | | $113.50 | $36,320.00 | |
| 10 | 2503 - STORM SEWER ABANDONMENT, FILL AND PLUG, LESS THAN 36 IN. DIA. | 75 | L.F. | | $45.00 | $3,375.00 | | $20.00 | $1,500.00 | | $27.00 | $2,025.00 | |
| 11 | 2507 - ENGINEERING FABRIC | 100 | S.Y. | | $5.00 | $500.00 | | $6.50 | $650.00 | | $5.00 | $500.00 | |
| 12 | 2507 - REVETMENT, CLASS E | 145 | Tons | | $75.00 | $10,875.00 | | $65.00 | $9,425.00 | | $72.00 | $10,440.00 | |
| 13 | 2507 - EROSION STONE | 114 | Tons | | $50.00 | $5,700.00 | | $35.00 | $3,990.00 | | $60.00 | $6,840.00 | |
| 14 | 2510 - REMOVAL OF PAVEMENT | 334 | S.Y. | | $8.00 | $2,672.00 | | $12.00 | $4,008.00 | | $17.50 | $5,845.00 | |
| 15 | 2512 - CURB AND GUTTER, P.C. CONCRETE, 5.0 FT. STANDARD CURB, 6-INCH PCC | 600 | L.F. | | $48.00 | $28,800.00 | | $60.00 | $36,000.00 | | $50.00 | $30,000.00 | |
| 16 | 2528 - TRAFFIC CONTROL | 1 | L.S. | | $6,000.00 | $6,000.00 | | $2,500.00 | $2,500.00 | | $2,000.00 | $2,000.00 | |
| 17 | 2533 - MOBILIZATION | 1 | L.S. | | $6,000.00 | $6,000.00 | | $5,000.00 | $5,000.00 | | $20,000.00 | $20,000.00 | |
| 18 | 2529 - PATCH, FULL-DEPTH FINISH, BY AREA 6 INCH | 17.8 | S.Y. | | $75.00 | $1,335.00 | | $125.00 | $2,225.00 | | $150.00 | $2,670.00 | |
| 19 | 2529 - PATCH, FULL-DEPTH FINISH, BY COUNT | 1 | Each | | $1,500.00 | $1,500.00 | | $2,400.00 | $2,400.00 | | $500.00 | $500.00 | |
| 20 | 2601 - STABILIZING CROP - SEEDING AND FERTILIZING (RURAL) | 1 | Acres | | $5,000.00 | $5,000.00 | | $4,500.00 | $4,500.00 | | $2,000.00 | $2,000.00 | |
| 21 | 2601 - SLOPE PROTECTION, WOOD EXCELSIOR MAT | 100 | SQ. | | $7.00 | $700.00 | | $7.00 | $700.00 | | $25.00 | $2,500.00 | |
| 22 | 2602 - SILT FENCE | 100 | L.F. | | $5.00 | $500.00 | | $3.00 | $300.00 | | $5.00 | $500.00 | |
| | | | | | | | | | | | | |
| $137,537.00 | | $142,082.00 | | $144,412.00 | | ||||||||
| | | | | | | | | | | | | |
| 7 | 8 | 9 | | |||||||||
| Estimated Cost: $160,000.00 | Contractor: | | Langman Construction Inc | | |||||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 220 34th Ave | | | | ||||||||
| Rock Island IL 61201 | | | | |||||||||
| Plan Sets Requested: 6 | Quantities | | 3097868944 | | | | |||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | 2102 - SPECIAL BACKFILL, 6 INCH | 112 | Tons | | $76.70 | $8,590.40 | | $0.00 | | $0.00 | | ||
| 2 | 2102 - EXCAVATION, CLASS 10, WASTE | 56 | C.Y. | | $68.00 | $3,808.00 | | $0.00 | | $0.00 | | ||
| 3 | 2102 - EXCAVATION, CLASS 12, BOULDERS OR ROCK FRAGMENTS | 46 | C.Y. | | $68.00 | $3,128.00 | | $0.00 | | $0.00 | | ||
| 4 | 2102 - EXCAVATION, CL 13, WASTE | 84 | C.Y. | | $68.00 | $5,712.00 | | $0.00 | | $0.00 | | ||
| 5 | 2416 - APRON, CONC, 24" | 2 | Each | | $750.00 | $1,500.00 | | $0.00 | | $0.00 | | ||
| 6 | 45 DEGREE ELBOW, HDPE, 24", SDR 17 | 1 | Each | | $750.00 | $750.00 | | $0.00 | | $0.00 | | ||
| 7 | "T" SECTION, HDPE. 24", SDR 17 | 2 | Each | | $1,250.00 | $2,500.00 | | $0.00 | | $0.00 | | ||
| 8 | 2435 - INTAKE, SW-512, 24 IN. | 2 | Each | | $1,500.00 | $3,000.00 | | $0.00 | | $0.00 | | ||
| 9 | 2503 - STORM SWR GRAVITY MAIN,TRENCHED,HDPE,24" SDR 17 | 320 | L.F. | | $173.00 | $55,360.00 | | $0.00 | | $0.00 | | ||
| 10 | 2503 - STORM SEWER ABANDONMENT, FILL AND PLUG, LESS THAN 36 IN. DIA. | 75 | L.F. | | $20.00 | $1,500.00 | | $0.00 | | $0.00 | | ||
| 11 | 2507 - ENGINEERING FABRIC | 100 | S.Y. | | $5.00 | $500.00 | | $0.00 | | $0.00 | | ||
| 12 | 2507 - REVETMENT, CLASS E | 145 | Tons | | $93.60 | $13,572.00 | | $0.00 | | $0.00 | | ||
| 13 | 2507 - EROSION STONE | 114 | Tons | | $85.80 | $9,781.20 | | $0.00 | | $0.00 | | ||
| 14 | 2510 - REMOVAL OF PAVEMENT | 334 | S.Y. | | $10.00 | $3,340.00 | | $0.00 | | $0.00 | | ||
| 15 | 2512 - CURB AND GUTTER, P.C. CONCRETE, 5.0 FT. STANDARD CURB, 6-INCH PCC | 600 | L.F. | | $52.00 | $31,200.00 | | $0.00 | | $0.00 | | ||
| 16 | 2528 - TRAFFIC CONTROL | 1 | L.S. | | $500.00 | $500.00 | | $0.00 | | $0.00 | | ||
| 17 | 2533 - MOBILIZATION | 1 | L.S. | | $10,000.00 | $10,000.00 | | $0.00 | | $0.00 | | ||
| 18 | 2529 - PATCH, FULL-DEPTH FINISH, BY AREA 6 INCH | 17.8 | S.Y. | | $125.00 | $2,225.00 | | $0.00 | | $0.00 | | ||
| 19 | 2529 - PATCH, FULL-DEPTH FINISH, BY COUNT | 1 | Each | | $200.00 | $200.00 | | $0.00 | | $0.00 | | ||
| 20 | 2601 - STABILIZING CROP - SEEDING AND FERTILIZING (RURAL) | 1 | Acres | | $500.00 | $500.00 | | $0.00 | | $0.00 | | ||
| 21 | 2601 - SLOPE PROTECTION, WOOD EXCELSIOR MAT | 100 | SQ. | | $15.00 | $1,500.00 | | $0.00 | | $0.00 | | ||
| 22 | 2602 - SILT FENCE | 100 | L.F. | | $8.00 | $800.00 | | $0.00 | | $0.00 | | ||
| | | | | | | | | | | | | |
| $159,966.60 | | $0.00 | | $0.00 | | ||||||||
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Brandt Construction Co., Milan, IL
Ardo Schmidt Construction, Inc., Preston , IA
4/8/2026