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PO Box 429
PO Box 928
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Contractor:
PO Box 1086
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IOWA DEPARTMENT OF NATURAL RESOURCES |
|
| Bids For: | Location: | Pleasant Creek State Recreation Area | Date: 4/21/2016 | Project No. |
| Shoreline Stabilization | County: | LINN | Time: 11:00 AM | 15-06-57-03 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $2,700,000.00 | Contractor: | | Peterson Contractors, Inc. | CJ Moyna & Sons, Inc. | Cornerstone Excavating Inc | | |||||||
| Funding Source: 50% Lake Restoration, 25% Marine Fuel Tax, 25% Federal-Boat Safety (Coast Guard), | | 104 Black Hawk St | | 24412 Hwy 13 PO Box 429 | | 1320 West Main St PO Box 928 | | ||||||
| Reinbeck IA 50669 | | Elkader IA 52043 | | Washington IA 52353 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 319-345-2713 | | 563-245-1442 | | 319-653-3957 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | EXCAVATION, CLASS 10 | 37207 | C.Y. | | $3.15 | $117,202.05 | | $2.50 | $93,017.50 | | $1.95 | $72,553.65 | |
| 2 | REVETMENT, CLASS E - SHORELINE | 47318 | Tons | | $32.00 | $1,514,176.00 | | $37.50 | $1,774,425.00 | | $36.70 | $1,736,570.60 | |
| 3 | REVETMENT, CLASS E - ISLAND | 1330 | Tons | | $36.00 | $47,880.00 | | $37.50 | $49,875.00 | | $36.70 | $48,811.00 | |
| 4 | ENGINEERING FABRIC - SHORELINE | 15310 | S.Y. | | $1.50 | $22,965.00 | | $1.27 | $19,443.70 | | $1.35 | $20,668.50 | |
| 5 | ENGINEERING FABRIC - ISLAND | 3356 | S.Y. | | $1.70 | $5,705.20 | | $1.50 | $5,034.00 | | $1.35 | $4,530.60 | |
| 6 | ENGINEERING FABRIC - HABITAT | 1010 | S.Y. | | $1.80 | $1,818.00 | | $1.50 | $1,515.00 | | $1.35 | $1,363.50 | |
| 7 | CONCRETE GROUT | 334 | C.Y. | | $191.00 | $63,794.00 | | $235.00 | $78,490.00 | | $205.00 | $68,470.00 | |
| 8 | SHOT ROCK - WASTE POINTS | 4120 | Tons | | $21.65 | $89,198.00 | | $17.50 | $72,100.00 | | $19.45 | $80,134.00 | |
| 9 | SHOT ROCK - HABITAT | 2990 | Tons | | $26.00 | $77,740.00 | | $16.00 | $47,840.00 | | $19.45 | $58,155.50 | |
| 10 | 3/8" MINUS CRUSHED STONE | 51 | Tons | | $24.00 | $1,224.00 | | $15.00 | $765.00 | | $12.25 | $624.75 | |
| 11 | 6" STRUCTURAL CONCRETE - BOAT RAMP | 1314 | S.Y. | | $50.00 | $65,700.00 | | $48.24 | $63,387.36 | | $75.00 | $98,550.00 | |
| 12 | 6" PCC SIDEWALK | 72 | S.Y. | | $54.00 | $3,888.00 | | $45.09 | $3,246.48 | | $65.00 | $4,680.00 | |
| 13 | CLASS A CRUSHED STONE | 3734 | Tons | | $14.75 | $55,076.50 | | $16.00 | $59,744.00 | | $13.25 | $49,475.50 | |
| 14 | ROAD GRADING | 5069 | L.F. | | $0.35 | $1,774.15 | | $1.50 | $7,603.50 | | $2.00 | $10,138.00 | |
| 15 | DITCH CLEANOUT | 10138 | L.F. | | $1.15 | $11,658.70 | | $1.00 | $10,138.00 | | $2.85 | $28,893.30 | |
| 16 | PAVEMENT REMOVAL | 955 | S.Y. | | $3.15 | $3,008.25 | | $3.50 | $3,342.50 | | $4.00 | $3,820.00 | |
| 17 | GEOCELL, 6" | 8388 | S.F. | | $2.00 | $16,776.00 | | $3.00 | $25,164.00 | | $3.40 | $28,519.20 | |
| 18 | POROUS BACKFILL (IDOT GRAD. 20, 21) PEA GRAVEL | 614 | Tons | | $25.50 | $15,657.00 | | $29.00 | $17,806.00 | | $27.00 | $16,578.00 | |
| 19 | SHEET PILE | 940 | S.F. | | $31.47 | $29,581.80 | | $40.00 | $37,600.00 | | $27.50 | $25,850.00 | |
| 20 | BRIDGE PLANKS | 282 | L.F. | | $31.50 | $8,883.00 | | $25.00 | $7,050.00 | | $36.00 | $10,152.00 | |
| 21 | ALUMINUM RAIL SECTION | 5 | Each | | $966.80 | $4,834.00 | | $3,000.00 | $15,000.00 | | $1,250.00 | $6,250.00 | |
| 22 | RELOCATE POWER POLE | 1 | Each | | $800.00 | $800.00 | | $1,500.00 | $1,500.00 | | $3,150.00 | $3,150.00 | |
| 23 | SITE RESTORATION | 1 | L.S. | | $23,000.00 | $23,000.00 | | $35,000.00 | $35,000.00 | | $20,000.00 | $20,000.00 | |
| 24 | CONSTRUCTION SURVEY | 1 | L.S. | | $14,000.00 | $14,000.00 | | $5,000.00 | $5,000.00 | | $10,000.00 | $10,000.00 | |
| 25 | MOBILIZATION | 1 | L.S. | | $34,200.00 | $34,200.00 | | $25,000.00 | $25,000.00 | | $75,000.00 | $75,000.00 | |
| | | | | | | | | | | | | |
| $2,230,539.65 | | $2,459,087.04 | | $2,482,938.10 | | ||||||||
| Alternate | | | | | |||||||||
| 26 | LOWER LAKE EARLY | 1 | L.S. | | $0.00 | $0.00 | | $0.00 | $0.00 | | $0.00 | $0.00 | |
| | | | | | | | | | | | | |
| $2,230,539.65 | | $2,459,087.04 | | $2,482,938.10 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $2,700,000.00 | Contractor: | | Langman Construction, Inc. | Legacy Corporation of IL | Connolly Construction Inc. | | |||||||
| Funding Source: 50% Lake Restoration, 25% Marine Fuel Tax, 25% Federal-Boat Safety (Coast Guard), | | 220 34th Ave | | 16322 Barstow Rd | | 18409 N Cascade Rd | | ||||||
| Rock Island IL 61201 | | East Moline IL 61244 | | Peosta IA 52068 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 309-786-8944 | | 309-203-1094 | | 563-876-3225 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | EXCAVATION, CLASS 10 | 37207 | C.Y. | | $2.00 | $74,414.00 | | $4.00 | $148,828.00 | | $4.38 | $162,966.66 | |
| 2 | REVETMENT, CLASS E - SHORELINE | 47318 | Tons | | $36.50 | $1,727,107.00 | | $36.00 | $1,703,448.00 | | $40.05 | $1,895,085.90 | |
| 3 | REVETMENT, CLASS E - ISLAND | 1330 | Tons | | $36.50 | $48,545.00 | | $36.00 | $47,880.00 | | $44.28 | $58,892.40 | |
| 4 | ENGINEERING FABRIC - SHORELINE | 15310 | S.Y. | | $1.00 | $15,310.00 | | $2.00 | $30,620.00 | | $1.41 | $21,587.10 | |
| 5 | ENGINEERING FABRIC - ISLAND | 3356 | S.Y. | | $1.00 | $3,356.00 | | $2.00 | $6,712.00 | | $1.40 | $4,698.40 | |
| 6 | ENGINEERING FABRIC - HABITAT | 1010 | S.Y. | | $1.00 | $1,010.00 | | $2.00 | $2,020.00 | | $1.17 | $1,181.70 | |
| 7 | CONCRETE GROUT | 334 | C.Y. | | $125.00 | $41,750.00 | | $225.00 | $75,150.00 | | $194.40 | $64,929.60 | |
| 8 | SHOT ROCK - WASTE POINTS | 4120 | Tons | | $19.00 | $78,280.00 | | $19.50 | $80,340.00 | | $24.23 | $99,827.60 | |
| 9 | SHOT ROCK - HABITAT | 2990 | Tons | | $19.00 | $56,810.00 | | $19.50 | $58,305.00 | | $23.62 | $70,623.80 | |
| 10 | 3/8" MINUS CRUSHED STONE | 51 | Tons | | $30.00 | $1,530.00 | | $50.00 | $2,550.00 | | $26.96 | $1,374.96 | |
| 11 | 6" STRUCTURAL CONCRETE - BOAT RAMP | 1314 | S.Y. | | $60.00 | $78,840.00 | | $83.00 | $109,062.00 | | $98.58 | $129,534.12 | |
| 12 | 6" PCC SIDEWALK | 72 | S.Y. | | $60.00 | $4,320.00 | | $72.00 | $5,184.00 | | $66.55 | $4,791.60 | |
| 13 | CLASS A CRUSHED STONE | 3734 | Tons | | $15.00 | $56,010.00 | | $17.00 | $63,478.00 | | $17.46 | $65,195.64 | |
| 14 | ROAD GRADING | 5069 | L.F. | | $0.60 | $3,041.40 | | $2.50 | $12,672.50 | | $1.17 | $5,930.73 | |
| 15 | DITCH CLEANOUT | 10138 | L.F. | | $1.00 | $10,138.00 | | $3.25 | $32,948.50 | | $2.97 | $30,109.86 | |
| 16 | PAVEMENT REMOVAL | 955 | S.Y. | | $3.00 | $2,865.00 | | $8.50 | $8,117.50 | | $4.98 | $4,755.90 | |
| 17 | GEOCELL, 6" | 8388 | S.F. | | $1.25 | $10,485.00 | | $3.00 | $25,164.00 | | $2.20 | $18,453.60 | |
| 18 | POROUS BACKFILL (IDOT GRAD. 20, 21) PEA GRAVEL | 614 | Tons | | $28.00 | $17,192.00 | | $34.00 | $20,876.00 | | $36.76 | $22,570.64 | |
| 19 | SHEET PILE | 940 | S.F. | | $25.00 | $23,500.00 | | $30.00 | $28,200.00 | | $22.04 | $20,717.60 | |
| 20 | BRIDGE PLANKS | 282 | L.F. | | $6.00 | $1,692.00 | | $25.00 | $7,050.00 | | $16.49 | $4,650.18 | |
| 21 | ALUMINUM RAIL SECTION | 5 | Each | | $1,000.00 | $5,000.00 | | $500.00 | $2,500.00 | | $1,399.78 | $6,998.90 | |
| 22 | RELOCATE POWER POLE | 1 | Each | | $400.00 | $400.00 | | $5,000.00 | $5,000.00 | | $2,214.12 | $2,214.12 | |
| 23 | SITE RESTORATION | 1 | L.S. | | $1,000.00 | $1,000.00 | | $10,000.00 | $10,000.00 | | $30,444.81 | $30,444.81 | |
| 24 | CONSTRUCTION SURVEY | 1 | L.S. | | $1,000.00 | $1,000.00 | | $15,000.00 | $15,000.00 | | $9,609.09 | $9,609.09 | |
| 25 | MOBILIZATION | 1 | L.S. | | $251,500.00 | $251,500.00 | | $140,000.00 | $140,000.00 | | $73,625.70 | $73,625.70 | |
| Alternate | | | | | |||||||||
| 26 | LOWER LAKE EARLY | 1 | L.S. | | $0.00 | $0.00 | | -$10,000.00 | -$10,000.00 | | -$100.00 | -$100.00 | |
| | | | | | | | | | | | | |
| $2,515,095.40 | | $2,631,105.50 | | $2,810,670.61 | | ||||||||
| | | | | | | | | | | | | |
| 7 | 8 | 9 | | |||||||||
| Estimated Cost: $2,700,000.00 | Contractor: | | Landwehr Construction, Inc. | Cole Construction Co. Inc. | Gehrke Inc | | |||||||
| Funding Source: 50% Lake Restoration, 25% Marine Fuel Tax, 25% Federal-Boat Safety (Coast Guard), | | PO Box 1086 | | 24100 Queen Ave | | 1405 21st Ave | | ||||||
| St Cloud MN 56302 | | Keosauqua IA 52565 | | Eldora IA 50627 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 320-252-1494 | | 319-592-3103 | | 641-858-3821 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | EXCAVATION, CLASS 10 | 37207 | C.Y. | | $3.90 | $145,107.30 | | $2.85 | $106,039.95 | | $6.65 | $247,426.55 | |
| 2 | REVETMENT, CLASS E - SHORELINE | 47318 | Tons | | $45.25 | $2,141,139.50 | | $43.25 | $2,046,503.50 | | $38.90 | $1,840,670.20 | |
| 3 | REVETMENT, CLASS E - ISLAND | 1330 | Tons | | $55.00 | $73,150.00 | | $43.25 | $57,522.50 | | $44.23 | $58,825.90 | |
| 4 | ENGINEERING FABRIC - SHORELINE | 15310 | S.Y. | | $1.50 | $22,965.00 | | $2.10 | $32,151.00 | | $1.93 | $29,548.30 | |
| 5 | ENGINEERING FABRIC - ISLAND | 3356 | S.Y. | | $1.50 | $5,034.00 | | $2.10 | $7,047.60 | | $2.60 | $8,725.60 | |
| 6 | ENGINEERING FABRIC - HABITAT | 1010 | S.Y. | | $2.50 | $2,525.00 | | $2.10 | $2,121.00 | | $2.60 | $2,626.00 | |
| 7 | CONCRETE GROUT | 334 | C.Y. | | $150.00 | $50,100.00 | | $350.00 | $116,900.00 | | $150.00 | $50,100.00 | |
| 8 | SHOT ROCK - WASTE POINTS | 4120 | Tons | | $27.06 | $111,487.20 | | $25.50 | $105,060.00 | | $28.45 | $117,214.00 | |
| 9 | SHOT ROCK - HABITAT | 2990 | Tons | | $27.06 | $80,909.40 | | $25.50 | $76,245.00 | | $28.45 | $85,065.50 | |
| 10 | 3/8" MINUS CRUSHED STONE | 51 | Tons | | $29.00 | $1,479.00 | | $17.25 | $879.75 | | $36.12 | $1,842.12 | |
| 11 | 6" STRUCTURAL CONCRETE - BOAT RAMP | 1314 | S.Y. | | $10.00 | $13,140.00 | | $48.24 | $63,387.36 | | $67.00 | $88,038.00 | |
| 12 | 6" PCC SIDEWALK | 72 | S.Y. | | $25.00 | $1,800.00 | | $45.09 | $3,246.48 | | $67.00 | $4,824.00 | |
| 13 | CLASS A CRUSHED STONE | 3734 | Tons | | $15.10 | $56,383.40 | | $19.50 | $72,813.00 | | $20.50 | $76,547.00 | |
| 14 | ROAD GRADING | 5069 | L.F. | | $1.50 | $7,603.50 | | $2.96 | $15,004.24 | | $2.70 | $13,686.30 | |
| 15 | DITCH CLEANOUT | 10138 | L.F. | | $2.50 | $25,345.00 | | $3.00 | $30,414.00 | | $3.94 | $39,943.72 | |
| 16 | PAVEMENT REMOVAL | 955 | S.Y. | | $3.00 | $2,865.00 | | $7.00 | $6,685.00 | | $12.00 | $11,460.00 | |
| 17 | GEOCELL, 6" | 8388 | S.F. | | $2.50 | $20,970.00 | | $4.90 | $41,101.20 | | $2.50 | $20,970.00 | |
| 18 | POROUS BACKFILL (IDOT GRAD. 20, 21) PEA GRAVEL | 614 | Tons | | $36.71 | $22,539.94 | | $40.00 | $24,560.00 | | $43.50 | $26,709.00 | |
| 19 | SHEET PILE | 940 | S.F. | | $37.00 | $34,780.00 | | $50.00 | $47,000.00 | | $66.00 | $62,040.00 | |
| 20 | BRIDGE PLANKS | 282 | L.F. | | $20.53 | $5,789.46 | | $40.00 | $11,280.00 | | $46.00 | $12,972.00 | |
| 21 | ALUMINUM RAIL SECTION | 5 | Each | | $1,000.00 | $5,000.00 | | $845.00 | $4,225.00 | | $4,000.00 | $20,000.00 | |
| 22 | RELOCATE POWER POLE | 1 | Each | | $2,000.00 | $2,000.00 | | $2,500.00 | $2,500.00 | | $2,500.00 | $2,500.00 | |
| 23 | SITE RESTORATION | 1 | L.S. | | $30,000.00 | $30,000.00 | | $15,000.00 | $15,000.00 | | $42,000.00 | $42,000.00 | |
| 24 | CONSTRUCTION SURVEY | 1 | L.S. | | $15,000.00 | $15,000.00 | | $5,000.00 | $5,000.00 | | $10,000.00 | $10,000.00 | |
| 25 | MOBILIZATION | 1 | L.S. | | $18,000.00 | $18,000.00 | | $95,000.00 | $95,000.00 | | $167,000.00 | $167,000.00 | |
| Alternate | | | | | |||||||||
| 26 | LOWER LAKE EARLY | 1 | L.S. | | $0.00 | $0.00 | | -$500.00 | -$500.00 | | $0.00 | $0.00 | |
| | | | | | | | | | | | | |
| $2,895,112.70 | | $2,987,186.58 | | $3,040,734.19 | | ||||||||
| | | | | | | | | | | | | |
| 10 | 11 | 12 | | |||||||||
| Estimated Cost: $2,700,000.00 | Contractor: | | Miller Trucking & Excavating | | |||||||||
| Funding Source: 50% Lake Restoration, 25% Marine Fuel Tax, 25% Federal-Boat Safety (Coast Guard), | | 3303 John Deere Rd | | | | ||||||||
| Silvis IL 61282 | | | | |||||||||
| Plan Sets Requested: 0 | Quantities | | 309-755-7644 | | | | |||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | EXCAVATION, CLASS 10 | 37207 | C.Y. | | $5.00 | $186,035.00 | | $0.00 | | $0.00 | | ||
| 2 | REVETMENT, CLASS E - SHORELINE | 47318 | Tons | | $45.00 | $2,129,310.00 | | $0.00 | | $0.00 | | ||
| 3 | REVETMENT, CLASS E - ISLAND | 1330 | Tons | | $45.00 | $59,850.00 | | $0.00 | | $0.00 | | ||
| 4 | ENGINEERING FABRIC - SHORELINE | 15310 | S.Y. | | $1.00 | $15,310.00 | | $0.00 | | $0.00 | | ||
| 5 | ENGINEERING FABRIC - ISLAND | 3356 | S.Y. | | $1.00 | $3,356.00 | | $0.00 | | $0.00 | | ||
| 6 | ENGINEERING FABRIC - HABITAT | 1010 | S.Y. | | $1.00 | $1,010.00 | | $0.00 | | $0.00 | | ||
| 7 | CONCRETE GROUT | 334 | C.Y. | | $160.00 | $53,440.00 | | $0.00 | | $0.00 | | ||
| 8 | SHOT ROCK - WASTE POINTS | 4120 | Tons | | $25.00 | $103,000.00 | | $0.00 | | $0.00 | | ||
| 9 | SHOT ROCK - HABITAT | 2990 | Tons | | $25.00 | $74,750.00 | | $0.00 | | $0.00 | | ||
| 10 | 3/8" MINUS CRUSHED STONE | 51 | Tons | | $25.00 | $1,275.00 | | $0.00 | | $0.00 | | ||
| 11 | 6" STRUCTURAL CONCRETE - BOAT RAMP | 1314 | S.Y. | | $50.00 | $65,700.00 | | $0.00 | | $0.00 | | ||
| 12 | 6" PCC SIDEWALK | 72 | S.Y. | | $50.00 | $3,600.00 | | $0.00 | | $0.00 | | ||
| 13 | CLASS A CRUSHED STONE | 3734 | Tons | | $15.00 | $56,010.00 | | $0.00 | | $0.00 | | ||
| 14 | ROAD GRADING | 5069 | L.F. | | $4.00 | $20,276.00 | | $0.00 | | $0.00 | | ||
| 15 | DITCH CLEANOUT | 10138 | L.F. | | $6.00 | $60,828.00 | | $0.00 | | $0.00 | | ||
| 16 | PAVEMENT REMOVAL | 955 | S.Y. | | $10.00 | $9,550.00 | | $0.00 | | $0.00 | | ||
| 17 | GEOCELL, 6" | 8388 | S.F. | | $3.00 | $25,164.00 | | $0.00 | | $0.00 | | ||
| 18 | POROUS BACKFILL (IDOT GRAD. 20, 21) PEA GRAVEL | 614 | Tons | | $40.00 | $24,560.00 | | $0.00 | | $0.00 | | ||
| 19 | SHEET PILE | 940 | S.F. | | $40.00 | $37,600.00 | | $0.00 | | $0.00 | | ||
| 20 | BRIDGE PLANKS | 282 | L.F. | | $45.00 | $12,690.00 | | $0.00 | | $0.00 | | ||
| 21 | ALUMINUM RAIL SECTION | 5 | Each | | $1,200.00 | $6,000.00 | | $0.00 | | $0.00 | | ||
| 22 | RELOCATE POWER POLE | 1 | Each | | $1,500.00 | $1,500.00 | | $0.00 | | $0.00 | | ||
| 23 | SITE RESTORATION | 1 | L.S. | | $45,000.00 | $45,000.00 | | $0.00 | | $0.00 | | ||
| 24 | CONSTRUCTION SURVEY | 1 | L.S. | | $20,000.00 | $20,000.00 | | $0.00 | | $0.00 | | ||
| 25 | MOBILIZATION | 1 | L.S. | | $75,000.00 | $75,000.00 | | $0.00 | | $0.00 | | ||
| Alternate | | | | | |||||||||
| 26 | LOWER LAKE EARLY | 1 | L.S. | | -$45,000.00 | -$45,000.00 | | $0.00 | | $0.00 | | ||
| | | | | | | | | | | | | |
| $3,045,814.00 | | $0.00 | | $0.00 | | ||||||||
| | | | | | | | | | | | | |
3/30/2025