1
2
3
Contractor:
Quantities
4
5
6
Contractor:
Quantities
7
8
9
Contractor:
Quantities
|
IOWA DEPARTMENT OF NATURAL RESOURCES |
|
| Bids For: | Location: | Brushy Creek Beach | Date: 2/19/2026 | Project No. |
| Watershed BMPS | County: | WEBSTER | Time: 11:00 a.m. | 26-02-94-02 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $283,000.00 | Contractor: | | Hands On Excavating LLC | Holman Construction, LLC | Doyle Construction LLC | | |||||||
| Funding Source: 100% Lake Restoration, | | 3305 Ziegler Avenue | | 7006 R57 Hwy | | 516 N 6th St | | ||||||
| Radcliffe IA 50230 | | Indianola IA 50125 | | Fort Dodge IA 50501 | | |||||||
| Plan Sets Requested: 8 | Quantities | | 319-269-0076 | | 515-250-8072 | | 515-955-3894 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Topsoil, On-site | 445 | C.Y. | | $13.12 | $5,838.40 | | $15.00 | $6,675.00 | | $7.75 | $3,448.75 | |
| 2 | Excavation, Class 10, Rough Grading | 540 | C.Y. | | $31.90 | $17,226.00 | | $16.00 | $8,640.00 | | $12.80 | $6,912.00 | |
| 3 | Excavation, Class 10, Sand Grading | 122 | C.Y. | | $10.10 | $1,232.20 | | $15.00 | $1,830.00 | | $61.55 | $7,509.10 | |
| 4 | Removal of Structure, Intake | 8 | Each | | $690.00 | $5,520.00 | | $1,100.00 | $8,800.00 | | $500.00 | $4,000.00 | |
| 5 | Removal of Known Pipe and Conduit | 405 | L.F. | | $7.50 | $3,037.50 | | $40.00 | $16,200.00 | | $5.60 | $2,268.00 | |
| 6 | Biocell Materials | 2870 | S.F. | | $16.92 | $48,560.40 | | $12.00 | $34,440.00 | | $12.50 | $35,875.00 | |
| 7 | Storm Sewer, Trenched, HDPE, Dual Wall, 12" | 144 | L.F. | | $39.20 | $5,644.80 | | $70.00 | $10,080.00 | | $53.50 | $7,704.00 | |
| 8 | Storm Sewer, Trenched, A-2000 PVC, Perforated, 18" | 151 | L.F. | | $76.10 | $11,491.10 | | $100.00 | $15,100.00 | | $116.35 | $17,568.85 | |
| 9 | Storm Sewer, Trenched, A-2000 PVC, Perforated, 24" | 248 | L.F. | | $96.00 | $23,808.00 | | $120.00 | $29,760.00 | | $145.95 | $36,195.60 | |
| 10 | Linear Trench Drain | 3 | Each | | $3,490.00 | $10,470.00 | | $3,640.00 | $10,920.00 | | $8,795.00 | $26,385.00 | |
| 11 | Flared End Section, RCP, 12" | 1 | Each | | $1,763.00 | $1,763.00 | | $1,850.00 | $1,850.00 | | $2,890.00 | $2,890.00 | |
| 12 | Manhole, SW-401, 48" | 1 | Each | | $3,834.00 | $3,834.00 | | $4,800.00 | $4,800.00 | | $3,605.00 | $3,605.00 | |
| 13 | Intake, SW-512, 18" | 2 | Each | | $3,333.00 | $6,666.00 | | $2,750.00 | $5,500.00 | | $2,245.00 | $4,490.00 | |
| 14 | Intake, SW-512, 30" | 5 | Each | | $4,568.00 | $22,840.00 | | $3,100.00 | $15,500.00 | | $3,500.00 | $17,500.00 | |
| 15 | Intake Adjustment, Major, SW-513 | 1 | Each | | $1,550.00 | $1,550.00 | | $1,200.00 | $1,200.00 | | $8,825.00 | $8,825.00 | |
| 16 | Removal of Sidewalk | 77 | S.Y. | | $14.12 | $1,087.24 | | $16.00 | $1,232.00 | | $19.00 | $1,463.00 | |
| 17 | Sidewalk, PCC, 5" | 538 | S.Y. | | $70.70 | $38,036.60 | | $70.00 | $37,660.00 | | $77.25 | $41,560.50 | |
| 18 | Seeding, Fertilizing, and Mulching for Hydraulic Seeding | 1 | L.S. | | $3,400.80 | $3,400.80 | | $3,840.00 | $3,840.00 | | $3,520.00 | $3,520.00 | |
| 19 | Temporary RECP, Type 2D, Natural | 1300 | S.Y. | | $4.85 | $6,305.00 | | $3.60 | $4,680.00 | | $3.30 | $4,290.00 | |
| 20 | Wattle | 600 | L.F. | | $1.52 | $912.00 | | $3.12 | $1,872.00 | | $2.90 | $1,740.00 | |
| 21 | Rip Rap, Class "E" | 15 | Tons | | $123.00 | $1,845.00 | | $95.00 | $1,425.00 | | $89.00 | $1,335.00 | |
| 22 | Mobilization | 1 | L.S. | | $27,410.00 | $27,410.00 | | $28,405.00 | $28,405.00 | | $20,525.00 | $20,525.00 | |
| | | | | | | | | | | | | |
| $248,478.04 | | $250,409.00 | | $259,609.80 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $283,000.00 | Contractor: | | Ludovissy Enterprises | JC Midwest Services | TK Concrete, Inc | | |||||||
| Funding Source: 100% Lake Restoration, | | 702 S 2nd St | | 2233 Upland Ave | | 1608 Fifield Road | | ||||||
| Guttenberg IA 52052 | | St Charles IA 50240 | | Pella IA 50219 | | |||||||
| Plan Sets Requested: 8 | Quantities | | 563-880-4866 | | 515-478-4272 | | 641-628-4590 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Topsoil, On-site | 445 | C.Y. | | $10.00 | $4,450.00 | | $12.00 | $5,340.00 | | $12.00 | $5,340.00 | |
| 2 | Excavation, Class 10, Rough Grading | 540 | C.Y. | | $10.00 | $5,400.00 | | $12.00 | $6,480.00 | | $17.50 | $9,450.00 | |
| 3 | Excavation, Class 10, Sand Grading | 122 | C.Y. | | $10.00 | $1,220.00 | | $14.00 | $1,708.00 | | $22.50 | $2,745.00 | |
| 4 | Removal of Structure, Intake | 8 | Each | | $2,000.00 | $16,000.00 | | $1,800.00 | $14,400.00 | | $400.00 | $3,200.00 | |
| 5 | Removal of Known Pipe and Conduit | 405 | L.F. | | $20.00 | $8,100.00 | | $48.00 | $19,440.00 | | $10.00 | $4,050.00 | |
| 6 | Biocell Materials | 2870 | S.F. | | $9.00 | $25,830.00 | | $18.00 | $51,660.00 | | $26.50 | $76,055.00 | |
| 7 | Storm Sewer, Trenched, HDPE, Dual Wall, 12" | 144 | L.F. | | $150.00 | $21,600.00 | | $75.00 | $10,800.00 | | $72.50 | $10,440.00 | |
| 8 | Storm Sewer, Trenched, A-2000 PVC, Perforated, 18" | 151 | L.F. | | $150.00 | $22,650.00 | | $92.00 | $13,892.00 | | $95.00 | $14,345.00 | |
| 9 | Storm Sewer, Trenched, A-2000 PVC, Perforated, 24" | 248 | L.F. | | $200.00 | $49,600.00 | | $136.00 | $33,728.00 | | $135.00 | $33,480.00 | |
| 10 | Linear Trench Drain | 3 | Each | | $2,000.00 | $6,000.00 | | $3,350.00 | $10,050.00 | | $3,750.00 | $11,250.00 | |
| 11 | Flared End Section, RCP, 12" | 1 | Each | | $4,000.00 | $4,000.00 | | $1,500.00 | $1,500.00 | | $2,750.00 | $2,750.00 | |
| 12 | Manhole, SW-401, 48" | 1 | Each | | $4,000.00 | $4,000.00 | | $2,500.00 | $2,500.00 | | $5,500.00 | $5,500.00 | |
| 13 | Intake, SW-512, 18" | 2 | Each | | $4,000.00 | $8,000.00 | | $1,400.00 | $2,800.00 | | $3,000.00 | $6,000.00 | |
| 14 | Intake, SW-512, 30" | 5 | Each | | $2,000.00 | $10,000.00 | | $2,500.00 | $12,500.00 | | $4,850.00 | $24,250.00 | |
| 15 | Intake Adjustment, Major, SW-513 | 1 | Each | | $5,000.00 | $5,000.00 | | $1,200.00 | $1,200.00 | | $6,500.00 | $6,500.00 | |
| 16 | Removal of Sidewalk | 77 | S.Y. | | $60.00 | $4,620.00 | | $45.00 | $3,465.00 | | $15.00 | $1,155.00 | |
| 17 | Sidewalk, PCC, 5" | 538 | S.Y. | | $70.00 | $37,660.00 | | $90.00 | $48,420.00 | | $70.00 | $37,660.00 | |
| 18 | Seeding, Fertilizing, and Mulching for Hydraulic Seeding | 1 | L.S. | | $5,000.00 | $5,000.00 | | $3,000.00 | $3,000.00 | | $4,000.00 | $4,000.00 | |
| 19 | Temporary RECP, Type 2D, Natural | 1300 | S.Y. | | $5.00 | $6,500.00 | | $3.20 | $4,160.00 | | $4.00 | $5,200.00 | |
| 20 | Wattle | 600 | L.F. | | $5.00 | $3,000.00 | | $2.60 | $1,560.00 | | $3.60 | $2,160.00 | |
| 21 | Rip Rap, Class "E" | 15 | Tons | | $60.00 | $900.00 | | $80.00 | $1,200.00 | | $125.00 | $1,875.00 | |
| 22 | Mobilization | 1 | L.S. | | $21,000.00 | $21,000.00 | | $30,000.00 | $30,000.00 | | $12,500.00 | $12,500.00 | |
| | | | | | | | | | | | | |
| $270,530.00 | | $279,803.00 | | $279,905.00 | | ||||||||
| | | | | | | | | | | | | |
| 7 | 8 | 9 | | |||||||||
| Estimated Cost: $283,000.00 | Contractor: | | Gehrke, Inc | | |||||||||
| Funding Source: 100% Lake Restoration, | | 1405 21st | | | | ||||||||
| Eldora IA 50627 | | | | |||||||||
| Plan Sets Requested: 8 | Quantities | | 641-858-3821 | | | | |||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Topsoil, On-site | 445 | C.Y. | | $40.00 | $17,800.00 | | $0.00 | | $0.00 | | ||
| 2 | Excavation, Class 10, Rough Grading | 540 | C.Y. | | $26.75 | $14,445.00 | | $0.00 | | $0.00 | | ||
| 3 | Excavation, Class 10, Sand Grading | 122 | C.Y. | | $26.75 | $3,263.50 | | $0.00 | | $0.00 | | ||
| 4 | Removal of Structure, Intake | 8 | Each | | $400.00 | $3,200.00 | | $0.00 | | $0.00 | | ||
| 5 | Removal of Known Pipe and Conduit | 405 | L.F. | | $10.75 | $4,353.75 | | $0.00 | | $0.00 | | ||
| 6 | Biocell Materials | 2870 | S.F. | | $25.00 | $71,750.00 | | $0.00 | | $0.00 | | ||
| 7 | Storm Sewer, Trenched, HDPE, Dual Wall, 12" | 144 | L.F. | | $46.00 | $6,624.00 | | $0.00 | | $0.00 | | ||
| 8 | Storm Sewer, Trenched, A-2000 PVC, Perforated, 18" | 151 | L.F. | | $88.00 | $13,288.00 | | $0.00 | | $0.00 | | ||
| 9 | Storm Sewer, Trenched, A-2000 PVC, Perforated, 24" | 248 | L.F. | | $110.00 | $27,280.00 | | $0.00 | | $0.00 | | ||
| 10 | Linear Trench Drain | 3 | Each | | $4,076.00 | $12,228.00 | | $0.00 | | $0.00 | | ||
| 11 | Flared End Section, RCP, 12" | 1 | Each | | $1,632.50 | $1,632.50 | | $0.00 | | $0.00 | | ||
| 12 | Manhole, SW-401, 48" | 1 | Each | | $4,343.25 | $4,343.25 | | $0.00 | | $0.00 | | ||
| 13 | Intake, SW-512, 18" | 2 | Each | | $2,344.00 | $4,688.00 | | $0.00 | | $0.00 | | ||
| 14 | Intake, SW-512, 30" | 5 | Each | | $3,537.25 | $17,686.25 | | $0.00 | | $0.00 | | ||
| 15 | Intake Adjustment, Major, SW-513 | 1 | Each | | $6,650.00 | $6,650.00 | | $0.00 | | $0.00 | | ||
| 16 | Removal of Sidewalk | 77 | S.Y. | | $13.50 | $1,039.50 | | $0.00 | | $0.00 | | ||
| 17 | Sidewalk, PCC, 5" | 538 | S.Y. | | $74.50 | $40,081.00 | | $0.00 | | $0.00 | | ||
| 18 | Seeding, Fertilizing, and Mulching for Hydraulic Seeding | 1 | L.S. | | $3,550.00 | $3,550.00 | | $0.00 | | $0.00 | | ||
| 19 | Temporary RECP, Type 2D, Natural | 1300 | S.Y. | | $3.30 | $4,290.00 | | $0.00 | | $0.00 | | ||
| 20 | Wattle | 600 | L.F. | | $3.00 | $1,800.00 | | $0.00 | | $0.00 | | ||
| 21 | Rip Rap, Class "E" | 15 | Tons | | $90.00 | $1,350.00 | | $0.00 | | $0.00 | | ||
| 22 | Mobilization | 1 | L.S. | | $25,000.00 | $25,000.00 | | $0.00 | | $0.00 | | ||
| | | | | | | | | | | | | |
| $286,342.75 | | $0.00 | | $0.00 | | ||||||||
| | | | | | | | | | | | | |
4/7/2026