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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Lake Keomah State Park | Date: 9/19/2024 | Project No. |
| Lake Restoration Project | County: | MAHASKA | Time: 11:00 a.m. | 20-05-62-03 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $4,500,000.00 | Contractor: | | JB Holland Construction, Inc | Cornerstone Excavating Inc | DeLong Construction Inc | | |||||||
| Funding Source: 85% Lake Restoration, 15% Other, | | 2191 US Hwy 52 | | 1320 W Main St | | PO Box 488 | | ||||||
| Decorah IA 52101 | | Washington IA 52353 | | Washington IA 52353 | | |||||||
| Plan Sets Requested: 10 | Quantities | | 563-382-2901 | | 319-653-3957 | | 319-653-3334 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $118,400.00 | $118,400.00 | | $134,500.00 | $134,500.00 | | $170,000.00 | $170,000.00 | |
| 2 | Construction Survey | 1 | L.S. | | $14,300.00 | $14,300.00 | | $10,250.00 | $10,250.00 | | $14,500.00 | $14,500.00 | |
| 3 | NPDES and SWPPP | 1 | L.S. | | $14,700.00 | $14,700.00 | | $9,200.00 | $9,200.00 | | $8,000.00 | $8,000.00 | |
| 4 | Water, Dust Control | 1.333 | MGAL | | $48,600.00 | $64,783.80 | | $65,000.00 | $86,645.00 | | $3,000.00 | $3,999.00 | |
| 5 | Class 10 Excavation, Waste | 260607 | C.Y. | | $5.30 | $1,381,217.10 | | $6.00 | $1,563,642.00 | | $6.35 | $1,654,854.45 | |
| 6 | Access Road | 1 | L.S. | | $6,600.00 | $6,600.00 | | $20,000.00 | $20,000.00 | | $50,000.00 | $50,000.00 | |
| 7 | 6" Canal Gate, Complete | 1 | L.S. | | $8,000.00 | $8,000.00 | | $7,400.00 | $7,400.00 | | $9,000.00 | $9,000.00 | |
| 8 | 14" Reinforced PCC | 167 | S.Y. | | $211.00 | $35,237.00 | | $238.50 | $39,829.50 | | $193.50 | $32,314.50 | |
| 9 | Traffic Control | 1 | L.S. | | $51,500.00 | $51,500.00 | | $25,000.00 | $25,000.00 | | $30,800.00 | $30,800.00 | |
| 10 | Tile Investigation | 50 | L.F. | | $11.70 | $585.00 | | $20.00 | $1,000.00 | | $35.00 | $1,750.00 | |
| 11 | 10" Non-perf Tile | 594 | L.F. | | $18.10 | $10,751.40 | | $20.00 | $11,880.00 | | $18.00 | $10,692.00 | |
| 12 | 8" Dual Wall Non-perf Tile | 670 | L.F. | | $16.50 | $11,055.00 | | $21.00 | $14,070.00 | | $15.00 | $10,050.00 | |
| 13 | 12" Dual Wall Non-perf Tile | 670 | L.F. | | $22.70 | $15,209.00 | | $28.00 | $18,760.00 | | $20.00 | $13,400.00 | |
| 14 | 8" CMP Tile Intake | 10 | Each | | $560.00 | $5,600.00 | | $550.00 | $5,500.00 | | $285.00 | $2,850.00 | |
| 15 | 15" CMP | 20 | L.F. | | $70.00 | $1,400.00 | | $50.00 | $1,000.00 | | $130.00 | $2,600.00 | |
| 16 | Class E Revetment | 15451 | Tons | | $54.50 | $842,079.50 | | $59.50 | $919,334.50 | | $58.50 | $903,883.50 | |
| 17 | Mulch Sock | 3226 | L.F. | | $2.50 | $8,065.00 | | $2.95 | $9,516.70 | | $2.50 | $8,065.00 | |
| 18 | Porous Backfill | 84 | Tons | | $61.00 | $5,124.00 | | $42.50 | $3,570.00 | | $62.00 | $5,208.00 | |
| 19 | Class A Crushed Stone | 813 | Tons | | $36.50 | $29,674.50 | | $38.50 | $31,300.50 | | $37.00 | $30,081.00 | |
| 20 | Demolish Seawall | 1 | L.S. | | $4,030.00 | $4,030.00 | | $8,500.00 | $8,500.00 | | $3,500.00 | $3,500.00 | |
| 21 | Pavement Removal | 1295 | S.F. | | $1.35 | $1,748.25 | | $8.00 | $10,360.00 | | $4.00 | $5,180.00 | |
| 22 | Demolish Storage Shed | 1 | L.S. | | $2,100.00 | $2,100.00 | | $10,550.00 | $10,550.00 | | $5,500.00 | $5,500.00 | |
| 23 | 6" PCC Sidewalk w/ Thickened Edge | 40 | L.F. | | $131.00 | $5,240.00 | | $212.00 | $8,480.00 | | $167.00 | $6,680.00 | |
| 24 | Special Backfill | 1333 | Tons | | $34.50 | $45,988.50 | | $38.50 | $51,320.50 | | $36.00 | $47,988.00 | |
| 25 | Single Precast Concrete Pit Latrine | 1 | Each | | $46,300.00 | $46,300.00 | | $54,550.00 | $54,550.00 | | $52,000.00 | $52,000.00 | |
| 26 | 6" PCC, Parkinglot | 3980 | S.Y. | | $47.00 | $187,060.00 | | $60.00 | $238,800.00 | | $48.25 | $192,035.00 | |
| 27 | 6" Reinforced PCC, Boat Ramp | 363 | S.Y. | | $126.00 | $45,738.00 | | $110.00 | $39,930.00 | | $108.75 | $39,476.25 | |
| 28 | 18" Dia. RCP | 128 | L.F. | | $80.50 | $10,304.00 | | $76.50 | $9,792.00 | | $50.00 | $6,400.00 | |
| 29 | 18" Dia. RCP FES | 6 | Each | | $900.00 | $5,400.00 | | $1,550.00 | $9,300.00 | | $1,250.00 | $7,500.00 | |
| 30 | Striping | 2150 | L.F. | | $2.00 | $4,300.00 | | $1.70 | $3,655.00 | | $3.00 | $6,450.00 | |
| 31 | ADA Pavement Markings | 3 | Each | | $500.00 | $1,500.00 | | $185.00 | $555.00 | | $300.00 | $900.00 | |
| 32 | Stripping, Stockpiling, and Spreading Topsoil | 17011 | C.Y. | | $4.80 | $81,652.80 | | $4.50 | $76,549.50 | | $3.75 | $63,791.25 | |
| 33 | Seeding, Fertilizing, and Mulching | 5.3 | Acres | | $3,820.00 | $20,246.00 | | $3,400.00 | $18,020.00 | | $3,400.00 | $18,020.00 | |
| 34 | 6" Perf Tile | 341 | L.F. | | $12.40 | $4,228.40 | | $20.00 | $6,820.00 | | $15.00 | $5,115.00 | |
| 35 | Hickenbottom-Style Intake | 1 | Each | | $375.00 | $375.00 | | $500.00 | $500.00 | | $365.00 | $365.00 | |
| 36 | Native Grass | 26.9 | Acres | | $3,820.00 | $102,758.00 | | $2,510.00 | $67,519.00 | | $2,510.00 | $67,519.00 | |
| 37 | Class 10 Excavation, Embankment | 7358 | C.Y. | | $3.60 | $26,488.80 | | $5.75 | $42,308.50 | | $4.25 | $31,271.50 | |
| 38 | Temporary Seeding | 26.9 | Acres | | $1,210.00 | $32,549.00 | | $1,675.00 | $45,057.50 | | $1,675.00 | $45,057.50 | |
| 39 | Beach Sand | 578 | Tons | | $30.00 | $17,340.00 | | $38.00 | $21,964.00 | | $33.75 | $19,507.50 | |
| 40 | 30" RCP | 100 | L.F. | | $127.00 | $12,700.00 | | $115.00 | $11,500.00 | | $100.00 | $10,000.00 | |
| 41 | 30" RCP FES | 4 | Each | | $1,340.00 | $5,360.00 | | $2,550.00 | $10,200.00 | | $1,650.00 | $6,600.00 | |
| 42 | Tile Intake - Flat | 4 | Each | | $1,540.00 | $6,160.00 | | $550.00 | $2,200.00 | | $1,215.00 | $4,860.00 | |
| 43 | Trail Clearing and Grubbing | 561 | Units | | $33.50 | $18,793.50 | | $20.00 | $11,220.00 | | $53.00 | $29,733.00 | |
| | | | | | | | | | | | | |
| $3,312,641.55 | | $3,672,049.20 | | $3,637,496.45 | | ||||||||
| Alternate | | | | | |||||||||
| 44 | East Arm - Class 10 Excavation, Waste | 49248 | C.Y. | | $5.60 | $275,788.80 | | $5.10 | $251,164.80 | | $6.45 | $317,649.60 | |
| Alternate | | | | | |||||||||
| 45 | West Arm - Class 10 Excavation, Waste | 41168 | C.Y. | | $4.50 | $185,256.00 | | $5.10 | $209,956.80 | | $5.00 | $205,840.00 | |
| | | | | | | | | | | | | |
| $3,773,686.35 | | $4,133,170.80 | | $4,160,986.05 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $4,500,000.00 | Contractor: | | Three Oaks Construction Inc | RW Excavating Solutions LC | C J Moyna & Sons LLC | | |||||||
| Funding Source: 85% Lake Restoration, 15% Other, | | 515 South Flynn St | | 13293 S 88th Ave W | | 24412 Hwy 13 | | ||||||
| North Sioux City SD 57049 | | Prairie City IA 50228 | | Elkader IA 52043 | | |||||||
| Plan Sets Requested: 10 | Quantities | | 712-251-1767 | | 515-994-2648 | | 563-245-1442 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $100,000.00 | $100,000.00 | | $400,000.00 | $400,000.00 | | $260,000.00 | $260,000.00 | |
| 2 | Construction Survey | 1 | L.S. | | $7,500.00 | $7,500.00 | | $15,000.00 | $15,000.00 | | $26,000.00 | $26,000.00 | |
| 3 | NPDES and SWPPP | 1 | L.S. | | $7,500.00 | $7,500.00 | | $6,000.00 | $6,000.00 | | $8,000.00 | $8,000.00 | |
| 4 | Water, Dust Control | 1.333 | MGAL | | $40,000.00 | $53,320.00 | | $10,000.00 | $13,330.00 | | $60,000.00 | $79,980.00 | |
| 5 | Class 10 Excavation, Waste | 260607 | C.Y. | | $6.00 | $1,563,642.00 | | $6.10 | $1,589,702.70 | | $6.40 | $1,667,884.80 | |
| 6 | Access Road | 1 | L.S. | | $25,000.00 | $25,000.00 | | $20,000.00 | $20,000.00 | | $35,000.00 | $35,000.00 | |
| 7 | 6" Canal Gate, Complete | 1 | L.S. | | $4,260.00 | $4,260.00 | | $3,500.00 | $3,500.00 | | $13,500.00 | $13,500.00 | |
| 8 | 14" Reinforced PCC | 167 | S.Y. | | $300.00 | $50,100.00 | | $250.00 | $41,750.00 | | $196.00 | $32,732.00 | |
| 9 | Traffic Control | 1 | L.S. | | $13,500.00 | $13,500.00 | | $15,000.00 | $15,000.00 | | $98,000.00 | $98,000.00 | |
| 10 | Tile Investigation | 50 | L.F. | | $20.00 | $1,000.00 | | $100.00 | $5,000.00 | | $18.00 | $900.00 | |
| 11 | 10" Non-perf Tile | 594 | L.F. | | $15.00 | $8,910.00 | | $20.00 | $11,880.00 | | $35.00 | $20,790.00 | |
| 12 | 8" Dual Wall Non-perf Tile | 670 | L.F. | | $14.50 | $9,715.00 | | $20.00 | $13,400.00 | | $35.00 | $23,450.00 | |
| 13 | 12" Dual Wall Non-perf Tile | 670 | L.F. | | $28.00 | $18,760.00 | | $20.00 | $13,400.00 | | $40.00 | $26,800.00 | |
| 14 | 8" CMP Tile Intake | 10 | Each | | $262.50 | $2,625.00 | | $500.00 | $5,000.00 | | $400.00 | $4,000.00 | |
| 15 | 15" CMP | 20 | L.F. | | $197.64 | $3,952.80 | | $30.00 | $600.00 | | $53.00 | $1,060.00 | |
| 16 | Class E Revetment | 15451 | Tons | | $63.00 | $973,413.00 | | $56.50 | $872,981.50 | | $61.30 | $947,146.30 | |
| 17 | Mulch Sock | 3226 | L.F. | | $3.00 | $9,678.00 | | $3.00 | $9,678.00 | | $2.50 | $8,065.00 | |
| 18 | Porous Backfill | 84 | Tons | | $48.00 | $4,032.00 | | $50.00 | $4,200.00 | | $80.00 | $6,720.00 | |
| 19 | Class A Crushed Stone | 813 | Tons | | $35.00 | $28,455.00 | | $35.00 | $28,455.00 | | $44.00 | $35,772.00 | |
| 20 | Demolish Seawall | 1 | L.S. | | $5,000.00 | $5,000.00 | | $5,000.00 | $5,000.00 | | $16,000.00 | $16,000.00 | |
| 21 | Pavement Removal | 1295 | S.F. | | $1.25 | $1,618.75 | | $20.00 | $25,900.00 | | $12.00 | $15,540.00 | |
| 22 | Demolish Storage Shed | 1 | L.S. | | $7,500.00 | $7,500.00 | | $5,000.00 | $5,000.00 | | $18,000.00 | $18,000.00 | |
| 23 | 6" PCC Sidewalk w/ Thickened Edge | 40 | L.F. | | $225.00 | $9,000.00 | | $175.00 | $7,000.00 | | $170.00 | $6,800.00 | |
| 24 | Special Backfill | 1333 | Tons | | $33.00 | $43,989.00 | | $45.00 | $59,985.00 | | $36.00 | $47,988.00 | |
| 25 | Single Precast Concrete Pit Latrine | 1 | Each | | $44,000.00 | $44,000.00 | | $42,000.00 | $42,000.00 | | $10,200.00 | $10,200.00 | |
| 26 | 6" PCC, Parkinglot | 3980 | S.Y. | | $50.00 | $199,000.00 | | $50.00 | $199,000.00 | | $51.00 | $202,980.00 | |
| 27 | 6" Reinforced PCC, Boat Ramp | 363 | S.Y. | | $60.00 | $21,780.00 | | $115.00 | $41,745.00 | | $111.00 | $40,293.00 | |
| 28 | 18" Dia. RCP | 128 | L.F. | | $169.14 | $21,649.92 | | $45.00 | $5,760.00 | | $83.00 | $10,624.00 | |
| 29 | 18" Dia. RCP FES | 6 | Each | | $2,000.00 | $12,000.00 | | $2,900.00 | $17,400.00 | | $1,450.00 | $8,700.00 | |
| 30 | Striping | 2150 | L.F. | | $1.00 | $2,150.00 | | $9.20 | $19,780.00 | | $9.00 | $19,350.00 | |
| 31 | ADA Pavement Markings | 3 | Each | | $300.00 | $900.00 | | $350.00 | $1,050.00 | | $300.00 | $900.00 | |
| 32 | Stripping, Stockpiling, and Spreading Topsoil | 17011 | C.Y. | | $15.00 | $255,165.00 | | $7.50 | $127,582.50 | | $8.00 | $136,088.00 | |
| 33 | Seeding, Fertilizing, and Mulching | 5.3 | Acres | | $3,800.00 | $20,140.00 | | $6,000.00 | $31,800.00 | | $3,400.00 | $18,020.00 | |
| 34 | 6" Perf Tile | 341 | L.F. | | $6.00 | $2,046.00 | | $15.00 | $5,115.00 | | $26.00 | $8,866.00 | |
| 35 | Hickenbottom-Style Intake | 1 | Each | | $500.00 | $500.00 | | $350.00 | $350.00 | | $300.00 | $300.00 | |
| 36 | Native Grass | 26.9 | Acres | | $2,800.00 | $75,320.00 | | $6,000.00 | $161,400.00 | | $2,510.00 | $67,519.00 | |
| 37 | Class 10 Excavation, Embankment | 7358 | C.Y. | | $6.00 | $44,148.00 | | $5.00 | $36,790.00 | | $5.60 | $41,204.80 | |
| 38 | Temporary Seeding | 26.9 | Acres | | $1,800.00 | $48,420.00 | | $500.00 | $13,450.00 | | $1,675.00 | $45,057.50 | |
| 39 | Beach Sand | 578 | Tons | | $33.00 | $19,074.00 | | $8.00 | $4,624.00 | | $44.00 | $25,432.00 | |
| 40 | 30" RCP | 100 | L.F. | | $250.00 | $25,000.00 | | $180.00 | $18,000.00 | | $140.00 | $14,000.00 | |
| 41 | 30" RCP FES | 4 | Each | | $3,000.00 | $12,000.00 | | $5,500.00 | $22,000.00 | | $1,950.00 | $7,800.00 | |
| 42 | Tile Intake - Flat | 4 | Each | | $600.00 | $2,400.00 | | $200.00 | $800.00 | | $2,100.00 | $8,400.00 | |
| 43 | Trail Clearing and Grubbing | 561 | Units | | $200.00 | $112,200.00 | | $30.00 | $16,830.00 | | $50.00 | $28,050.00 | |
| Alternate | | | | | |||||||||
| 44 | East Arm - Class 10 Excavation, Waste | 49248 | C.Y. | | $6.00 | $295,488.00 | | $7.00 | $344,736.00 | | $5.10 | $251,164.80 | |
| Alternate | | | | | |||||||||
| 45 | West Arm - Class 10 Excavation, Waste | 41168 | C.Y. | | $6.00 | $247,008.00 | | $4.35 | $179,080.80 | | $4.10 | $168,788.80 | |
| | | | | | | | | | | | | |
| $4,412,859.47 | | $4,461,055.50 | | $4,513,866.00 | | ||||||||
| | | | | | | | | | | | | |
| 7 | 8 | 9 | | |||||||||
| Estimated Cost: $4,500,000.00 | Contractor: | | Peterson Contractors Inc | Legacy Corporation of IL | | ||||||||
| Funding Source: 85% Lake Restoration, 15% Other, | | 104 Blackhawk St | | 16322 Barstow Rd | | | |||||||
| Reinbeck IA 50669 | | East Moline IA 61244 | | | ||||||||
| Plan Sets Requested: 10 | Quantities | | 319-345-2713 | | 309-203-1094 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $100,000.00 | $100,000.00 | | $250,000.00 | $250,000.00 | | $0.00 | | |
| 2 | Construction Survey | 1 | L.S. | | $15,000.00 | $15,000.00 | | $65,000.00 | $65,000.00 | | $0.00 | | |
| 3 | NPDES and SWPPP | 1 | L.S. | | $14,000.00 | $14,000.00 | | $40,000.00 | $40,000.00 | | $0.00 | | |
| 4 | Water, Dust Control | 1.333 | MGAL | | $75,000.00 | $99,975.00 | | $50,000.00 | $66,650.00 | | $0.00 | | |
| 5 | Class 10 Excavation, Waste | 260607 | C.Y. | | $10.95 | $2,853,646.65 | | $12.00 | $3,127,284.00 | | $0.00 | | |
| 6 | Access Road | 1 | L.S. | | $175,000.00 | $175,000.00 | | $50,000.00 | $50,000.00 | | $0.00 | | |
| 7 | 6" Canal Gate, Complete | 1 | L.S. | | $12,400.00 | $12,400.00 | | $12,000.00 | $12,000.00 | | $0.00 | | |
| 8 | 14" Reinforced PCC | 167 | S.Y. | | $150.00 | $25,050.00 | | $225.00 | $37,575.00 | | $0.00 | | |
| 9 | Traffic Control | 1 | L.S. | | $40,000.00 | $40,000.00 | | $20,000.00 | $20,000.00 | | $0.00 | | |
| 10 | Tile Investigation | 50 | L.F. | | $25.00 | $1,250.00 | | $200.00 | $10,000.00 | | $0.00 | | |
| 11 | 10" Non-perf Tile | 594 | L.F. | | $21.00 | $12,474.00 | | $70.00 | $41,580.00 | | $0.00 | | |
| 12 | 8" Dual Wall Non-perf Tile | 670 | L.F. | | $20.00 | $13,400.00 | | $70.00 | $46,900.00 | | $0.00 | | |
| 13 | 12" Dual Wall Non-perf Tile | 670 | L.F. | | $22.00 | $14,740.00 | | $80.00 | $53,600.00 | | $0.00 | | |
| 14 | 8" CMP Tile Intake | 10 | Each | | $700.00 | $7,000.00 | | $500.00 | $5,000.00 | | $0.00 | | |
| 15 | 15" CMP | 20 | L.F. | | $78.00 | $1,560.00 | | $85.00 | $1,700.00 | | $0.00 | | |
| 16 | Class E Revetment | 15451 | Tons | | $52.50 | $811,177.50 | | $80.00 | $1,236,080.00 | | $0.00 | | |
| 17 | Mulch Sock | 3226 | L.F. | | $2.25 | $7,258.50 | | $2.50 | $8,065.00 | | $0.00 | | |
| 18 | Porous Backfill | 84 | Tons | | $62.50 | $5,250.00 | | $35.00 | $2,940.00 | | $0.00 | | |
| 19 | Class A Crushed Stone | 813 | Tons | | $40.40 | $32,845.20 | | $30.00 | $24,390.00 | | $0.00 | | |
| 20 | Demolish Seawall | 1 | L.S. | | $12,500.00 | $12,500.00 | | $5,000.00 | $5,000.00 | | $0.00 | | |
| 21 | Pavement Removal | 1295 | S.F. | | $3.00 | $3,885.00 | | $5.00 | $6,475.00 | | $0.00 | | |
| 22 | Demolish Storage Shed | 1 | L.S. | | $4,500.00 | $4,500.00 | | $5,000.00 | $5,000.00 | | $0.00 | | |
| 23 | 6" PCC Sidewalk w/ Thickened Edge | 40 | L.F. | | $87.50 | $3,500.00 | | $200.00 | $8,000.00 | | $0.00 | | |
| 24 | Special Backfill | 1333 | Tons | | $32.45 | $43,255.85 | | $30.00 | $39,990.00 | | $0.00 | | |
| 25 | Single Precast Concrete Pit Latrine | 1 | Each | | $40,000.00 | $40,000.00 | | $50,000.00 | $50,000.00 | | $0.00 | | |
| 26 | 6" PCC, Parkinglot | 3980 | S.Y. | | $52.00 | $206,960.00 | | $50.00 | $199,000.00 | | $0.00 | | |
| 27 | 6" Reinforced PCC, Boat Ramp | 363 | S.Y. | | $95.00 | $34,485.00 | | $125.00 | $45,375.00 | | $0.00 | | |
| 28 | 18" Dia. RCP | 128 | L.F. | | $80.00 | $10,240.00 | | $85.00 | $10,880.00 | | $0.00 | | |
| 29 | 18" Dia. RCP FES | 6 | Each | | $1,100.00 | $6,600.00 | | $2,500.00 | $15,000.00 | | $0.00 | | |
| 30 | Striping | 2150 | L.F. | | $9.00 | $19,350.00 | | $1.00 | $2,150.00 | | $0.00 | | |
| 31 | ADA Pavement Markings | 3 | Each | | $300.00 | $900.00 | | $600.00 | $1,800.00 | | $0.00 | | |
| 32 | Stripping, Stockpiling, and Spreading Topsoil | 17011 | C.Y. | | $4.15 | $70,595.65 | | $9.00 | $153,099.00 | | $0.00 | | |
| 33 | Seeding, Fertilizing, and Mulching | 5.3 | Acres | | $3,500.00 | $18,550.00 | | $3,500.00 | $18,550.00 | | $0.00 | | |
| 34 | 6" Perf Tile | 341 | L.F. | | $15.50 | $5,285.50 | | $40.00 | $13,640.00 | | $0.00 | | |
| 35 | Hickenbottom-Style Intake | 1 | Each | | $600.00 | $600.00 | | $1,200.00 | $1,200.00 | | $0.00 | | |
| 36 | Native Grass | 26.9 | Acres | | $3,500.00 | $94,150.00 | | $3,500.00 | $94,150.00 | | $0.00 | | |
| 37 | Class 10 Excavation, Embankment | 7358 | C.Y. | | $6.85 | $50,402.30 | | $14.00 | $103,012.00 | | $0.00 | | |
| 38 | Temporary Seeding | 26.9 | Acres | | $2,000.00 | $53,800.00 | | $2,000.00 | $53,800.00 | | $0.00 | | |
| 39 | Beach Sand | 578 | Tons | | $31.50 | $18,207.00 | | $40.00 | $23,120.00 | | $0.00 | | |
| 40 | 30" RCP | 100 | L.F. | | $115.00 | $11,500.00 | | $160.00 | $16,000.00 | | $0.00 | | |
| 41 | 30" RCP FES | 4 | Each | | $1,400.00 | $5,600.00 | | $4,000.00 | $16,000.00 | | $0.00 | | |
| 42 | Tile Intake - Flat | 4 | Each | | $1,200.00 | $4,800.00 | | $3,500.00 | $14,000.00 | | $0.00 | | |
| 43 | Trail Clearing and Grubbing | 561 | Units | | $48.00 | $26,928.00 | | $50.00 | $28,050.00 | | $0.00 | | |
| Alternate | | | | | |||||||||
| 44 | East Arm - Class 10 Excavation, Waste | 49248 | C.Y. | | $10.95 | $539,265.60 | | $15.00 | $738,720.00 | | $0.00 | | |
| Alternate | | | | | |||||||||
| 45 | West Arm - Class 10 Excavation, Waste | 41168 | C.Y. | | $10.00 | $411,680.00 | | $15.00 | $617,520.00 | | $0.00 | | |
| | | | | | | | | | | | | |
| $5,939,566.75 | | $7,378,295.00 | | $0.00 | | ||||||||
| | | | | | | | | | | | | |
12/21/2024