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Contractor:
PO Box 33
PO BOX 148
PO Box 1417
Quantities
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Contractor:
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Springbrook | Date: 7/23/2015 | Project No. |
| Bridge, Road & Culvert Project | County: | GUTHRIE | Time: 3:00 p.m. | 15-04-39-02 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $974,086.00 | Contractor: | | Godbersen-Smith Construction Company Inc | Murphy Heavy Contracting Inc | Graves Construction Co., Inc. | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 5784 State Hwy 175 PO Box 33 | | 101 Roosevelt Street PO BOX 148 | | 1810 340th Street PO Box 1417 | | ||||||
| Ida Grove IA 51445 | | Anita IA 50020 | | Spencer IA 51301 | | |||||||
| Plan Sets Requested: 7 | Quantities | | 712-364-3388 | | 712-762-3386 | | 712-262-2403 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Removal of Existing Structures | 1 | L.S. | | $5,000.00 | $5,000.00 | | $5,000.00 | $5,000.00 | | $5,125.00 | $5,125.00 | |
| 2 | Clearing and Grubbing | 1 | L.S. | | $20,000.00 | $20,000.00 | | $2,500.00 | $2,500.00 | | $18,025.00 | $18,025.00 | |
| 3 | Full Depth Saw Cut | 3704 | L.F. | | $6.00 | $22,224.00 | | $4.00 | $14,816.00 | | $2.55 | $9,445.20 | |
| 4 | HMA Pavement Removal | 1055 | S.Y. | | $14.00 | $14,770.00 | | $12.00 | $12,660.00 | | $15.45 | $16,299.75 | |
| 5 | 12-inch RCP Class III | 1204 | L.F. | | $56.00 | $67,424.00 | | $60.00 | $72,240.00 | | $61.20 | $73,684.80 | |
| 6 | 15-inch RCP Class III | 435 | L.F. | | $57.25 | $24,903.75 | | $65.00 | $28,275.00 | | $67.32 | $29,284.20 | |
| 7 | 18-inch RCP Class III | 60 | L.F. | | $90.50 | $5,430.00 | | $90.00 | $5,400.00 | | $81.60 | $4,896.00 | |
| 8 | SW-501 Single Grate Intake w/SW-603 Type ‘R’ Casting | 10 | Each | | $2,400.00 | $24,000.00 | | $2,500.00 | $25,000.00 | | $3,162.00 | $31,620.00 | |
| 9 | SW-512 Circular Area Intake (24” Riser) w/SW-604 Type ‘3B’ Casting | 1 | Each | | $1,500.00 | $1,500.00 | | $1,500.00 | $1,500.00 | | $2,040.00 | $2,040.00 | |
| 10 | SW-512 Circular Area Intake (18” Riser) w/SW-604 Type ‘3B’ Casting | 4 | Each | | $1,250.00 | $5,000.00 | | $1,250.00 | $5,000.00 | | $2,040.00 | $8,160.00 | |
| 11 | SW-513 4’X4’ Open Sided Intake w/SW-602 Type ‘G’ Casting | 1 | Each | | $3,000.00 | $3,000.00 | | $3,250.00 | $3,250.00 | | $5,610.00 | $5,610.00 | |
| 12 | Special Backfill | 409 | Tons | | $35.00 | $14,315.00 | | $100.00 | $40,900.00 | | $45.90 | $18,773.10 | |
| 13 | Granular Shoulder | 126 | Tons | | $34.00 | $4,284.00 | | $100.00 | $12,600.00 | | $35.70 | $4,498.20 | |
| 14 | Surface Preparation | 3303 | S.Y. | | $10.00 | $33,030.00 | | $1.00 | $3,303.00 | | $12.24 | $40,428.72 | |
| 15 | PCC Pavement Placement | 4539 | S.Y. | | $13.50 | $61,276.50 | | $16.00 | $72,624.00 | | $32.64 | $148,152.96 | |
| 16 | Iowa DOT Class ‘C’ Concrete | 1011 | C.Y. | | $110.00 | $111,210.00 | | $115.00 | $116,265.00 | | $127.50 | $128,902.50 | |
| 17 | 36-inch #4 Epoxy Coated Reinforcing Bar | 714 | Each | | $7.50 | $5,355.00 | | $1.50 | $1,071.00 | | $8.16 | $5,826.24 | |
| 18 | Finish Grading | 1 | L.S. | | $30,000.00 | $30,000.00 | | $20,000.00 | $20,000.00 | | $17,000.00 | $17,000.00 | |
| 19 | Seeding, Fertilizing and Mulching | 1 | L.S. | | $15,000.00 | $15,000.00 | | $3,650.00 | $3,650.00 | | $7,500.00 | $7,500.00 | |
| 20 | 8-inch Filter Sock | 100 | L.F. | | $3.50 | $350.00 | | $5.00 | $500.00 | | $7.00 | $700.00 | |
| 21 | Traffic Control | 1 | L.S. | | $2,500.00 | $2,500.00 | | $1,000.00 | $1,000.00 | | $2,000.00 | $2,000.00 | |
| 22 | Construction Survey Staking | 1 | L.S. | | $14,000.00 | $14,000.00 | | $10,800.00 | $10,800.00 | | $10,800.00 | $10,800.00 | |
| 23 | Mobilization | 1 | L.S. | | $110,000.00 | $110,000.00 | | $50,000.00 | $50,000.00 | | $95,000.00 | $95,000.00 | |
| 24 | Excavation, Class 10, Channel | 444 | C.Y. | | $7.00 | $3,108.00 | | $16.00 | $7,104.00 | | $5.00 | $2,220.00 | |
| 25 | Removal of Existing Structures | 1 | L.S. | | $15,000.00 | $15,000.00 | | $25,000.00 | $25,000.00 | | $14,000.00 | $14,000.00 | |
| 26 | Excavation, Class 20 | 73 | C.Y. | | $35.00 | $2,555.00 | | $25.00 | $1,825.00 | | $80.00 | $5,840.00 | |
| 27 | Structural Concrete (Bridge) | 152.2 | C.Y. | | $650.00 | $98,930.00 | | $575.00 | $87,515.00 | | $560.00 | $85,232.00 | |
| 28 | Reinforcing Steel | 102 | LB. | | $2.00 | $204.00 | | $2.00 | $204.00 | | $5.00 | $510.00 | |
| 29 | Reinforcing Steel, Epoxy Coated | 38439 | LB. | | $1.10 | $42,282.90 | | $1.30 | $49,970.70 | | $1.00 | $38,439.00 | |
| 30 | Reinforcing Steel, Stainless Steel | 1834 | LB. | | $4.00 | $7,336.00 | | $5.00 | $9,170.00 | | $5.00 | $9,170.00 | |
| 31 | Concrete Open Railing, TL-4 | 162 | L.F. | | $65.00 | $10,530.00 | | $85.00 | $13,770.00 | | $70.00 | $11,340.00 | |
| 32 | Piles, Steel, HP 10 X 42 | 790 | L.F. | | $46.00 | $36,340.00 | | $40.00 | $31,600.00 | | $48.00 | $37,920.00 | |
| 33 | Concrete Encasement of Steel H-Piles, HP 10X42 (PIOL Type 3) | 146.3 | L.F. | | $75.00 | $10,972.50 | | $110.00 | $16,093.00 | | $240.00 | $35,112.00 | |
| 34 | Engineering Fabric | 399.5 | S.Y. | | $3.50 | $1,398.25 | | $3.00 | $1,198.50 | | $3.00 | $1,198.50 | |
| 35 | Revetment, Class ‘E’ | 361.9 | Tons | | $55.00 | $19,904.50 | | $50.00 | $18,095.00 | | $50.00 | $18,095.00 | |
| 36 | Mobilization | 1 | L.S. | | $65,000.00 | $65,000.00 | | $40,000.00 | $40,000.00 | | $45,000.00 | $45,000.00 | |
| 37 | Clearing and Grubbing | 3.3 | Units | | $200.00 | $660.00 | | $500.00 | $1,650.00 | | $412.00 | $1,359.60 | |
| 38 | Special Backfill | 94 | Tons | | $40.00 | $3,760.00 | | $100.00 | $9,400.00 | | $40.80 | $3,835.20 | |
| 39 | Embankment-in-Place | 62 | C.Y. | | $22.00 | $1,364.00 | | $20.00 | $1,240.00 | | $30.60 | $1,897.20 | |
| 40 | Excavation, Class 10, Roadway and Borrow | 107 | C.Y. | | $15.00 | $1,605.00 | | $15.00 | $1,605.00 | | $30.60 | $3,274.20 | |
| 41 | Excavation, Class 12, Boulders or Rock Fragments | 10 | C.Y. | | $25.00 | $250.00 | | $300.00 | $3,000.00 | | $100.00 | $1,000.00 | |
| 42 | Topsoil, Strip, Salvage and Spread | 173 | C.Y. | | $14.00 | $2,422.00 | | $20.00 | $3,460.00 | | $30.60 | $5,293.80 | |
| 43 | Granular Shoulders, Type A | 63.4 | Tons | | $35.00 | $2,219.00 | | $100.00 | $6,340.00 | | $35.70 | $2,263.38 | |
| 44 | Shoulder Construction, Earth | 3.7 | STA. | | $450.00 | $1,665.00 | | $2,000.00 | $7,400.00 | | $408.00 | $1,509.60 | |
| 45 | Bridge Approach, Two Lane | 267 | S.Y. | | $165.00 | $44,055.00 | | $200.00 | $53,400.00 | | $182.00 | $48,594.00 | |
| 46 | Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 2, Durability, 7 in | 249.5 | S.Y. | | $68.00 | $16,966.00 | | $150.00 | $37,425.00 | | $87.00 | $21,706.50 | |
| 47 | Removal of Pavement | 620 | S.Y. | | $14.00 | $8,680.00 | | $20.00 | $12,400.00 | | $15.45 | $9,579.00 | |
| 48 | Safety Closure | 3 | Each | | $150.00 | $450.00 | | $150.00 | $450.00 | | $250.00 | $750.00 | |
| 49 | Field Laboratory | 1 | Each | | $6,500.00 | $6,500.00 | | $10,000.00 | $10,000.00 | | $5,000.00 | $5,000.00 | |
| 50 | Remove and Reinstall Sign as Per Plan | 4 | Each | | $200.00 | $800.00 | | $200.00 | $800.00 | | $200.00 | $800.00 | |
| 51 | Construction Survey | 1 | L.S. | | $6,500.00 | $6,500.00 | | $5,100.00 | $5,100.00 | | $5,100.00 | $5,100.00 | |
| 52 | Traffic Control | 1 | L.S. | | $4,500.00 | $4,500.00 | | $2,750.00 | $2,750.00 | | $4,550.00 | $4,550.00 | |
| 53 | Silt Fence | 290 | L.F. | | $2.25 | $652.50 | | $3.00 | $870.00 | | $7.00 | $2,030.00 | |
| 54 | Silt Fence for Ditch Checks | 120 | L.F. | | $2.50 | $300.00 | | $4.00 | $480.00 | | $7.00 | $840.00 | |
| 55 | Removal of Silt Fence or Silt Fence for Ditch Checks | 410 | L.F. | | $1.00 | $410.00 | | $1.00 | $410.00 | | $1.00 | $410.00 | |
| 56 | Maintenance of Silt Fence or Silt Fence for Ditch Check | 40 | L.F. | | $1.00 | $40.00 | | $1.50 | $60.00 | | $1.00 | $40.00 | |
| 57 | Floating Silt Curtain (Hanging) | 200 | L.F. | | $28.00 | $5,600.00 | | $35.00 | $7,000.00 | | $30.00 | $6,000.00 | |
| 58 | Maintenance of Floating Silt Curtain | 100 | L.F. | | $10.00 | $1,000.00 | | $10.00 | $1,000.00 | | $1.00 | $100.00 | |
| 59 | Perimeter and Slope Sediment Control Device, 12 in Dia | 200 | L.F. | | $4.00 | $800.00 | | $3.50 | $700.00 | | $5.00 | $1,000.00 | |
| 60 | Perimeter and Slope Sediment Control Device, 20 in Dia | 200 | L.F. | | $4.50 | $900.00 | | $5.00 | $1,000.00 | | $5.00 | $1,000.00 | |
| 61 | Removal of Perimeter and Slope Sediment Control Device | 400 | L.F. | | $1.00 | $400.00 | | $1.50 | $600.00 | | $1.00 | $400.00 | |
| 62 | Mobilizations, Erosion Control | 1 | Each | | $750.00 | $750.00 | | $500.00 | $500.00 | | $500.00 | $500.00 | |
| 63 | Mobilizations, Emergency Erosion Control | 1 | Each | | $1,000.00 | $1,000.00 | | $1,000.00 | $1,000.00 | | $500.00 | $500.00 | |
| 64 | Excavation, Class 10, Channel | 217 | C.Y. | | $7.00 | $1,519.00 | | $40.00 | $8,680.00 | | $5.00 | $1,085.00 | |
| 65 | Granular Material for Blanket and Subdrain | 59.3 | C.Y. | | $65.00 | $3,854.50 | | $100.00 | $5,930.00 | | $50.00 | $2,965.00 | |
| 66 | Subgrade Stabilization Material, Polymer Grid | 191.6 | S.Y. | | $5.50 | $1,053.80 | | $4.00 | $766.40 | | $5.00 | $958.00 | |
| 67 | Removal of Existing Structures | 1 | L.S. | | $10,000.00 | $10,000.00 | | $25,000.00 | $25,000.00 | | $6,000.00 | $6,000.00 | |
| 68 | Excavation, Class 20 | 489 | C.Y. | | $25.00 | $12,225.00 | | $40.00 | $19,560.00 | | $30.00 | $14,670.00 | |
| 69 | Structural Concrete (RCB Culvert) | 142 | C.Y. | | $575.00 | $81,650.00 | | $700.00 | $99,400.00 | | $460.00 | $65,320.00 | |
| 70 | Reinforcing Steel, Epoxy Coated | 19376 | LB. | | $1.10 | $21,313.60 | | $1.50 | $29,064.00 | | $1.10 | $21,313.60 | |
| 71 | Reinforcing Steel, Stainless Steel | 1510 | LB. | | $4.00 | $6,040.00 | | $5.00 | $7,550.00 | | $4.00 | $6,040.00 | |
| 72 | Concrete Open Railing, TL-4 | 74.8 | L.F. | | $68.00 | $5,086.40 | | $200.00 | $14,960.00 | | $100.00 | $7,480.00 | |
| 73 | Engineering Fabric | 440 | S.Y. | | $4.00 | $1,760.00 | | $3.00 | $1,320.00 | | $3.00 | $1,320.00 | |
| 74 | Revetment, Class ‘E’ | 334.3 | Tons | | $55.00 | $18,386.50 | | $50.00 | $16,715.00 | | $50.00 | $16,715.00 | |
| 75 | Mobilization | 1 | L.S. | | $45,000.00 | $45,000.00 | | $35,000.00 | $35,000.00 | | $35,000.00 | $35,000.00 | |
| 76 | Clearing and Grubbing | 4.1 | Units | | $200.00 | $820.00 | | $500.00 | $2,050.00 | | $335.00 | $1,373.50 | |
| 77 | Special Backfill | 26 | Tons | | $40.00 | $1,040.00 | | $100.00 | $2,600.00 | | $40.80 | $1,060.80 | |
| 78 | Excavation, Class 10, Roadway and Borrow | 277 | C.Y. | | $15.00 | $4,155.00 | | $20.00 | $5,540.00 | | $30.60 | $8,476.20 | |
| 79 | Excavation, Class 12, Boulders or Rock Fragments | 15 | C.Y. | | $25.00 | $375.00 | | $300.00 | $4,500.00 | | $100.00 | $1,500.00 | |
| 80 | Topsoil, Strip, Salvage and Spread | 102 | C.Y. | | $14.00 | $1,428.00 | | $20.00 | $2,040.00 | | $30.60 | $3,121.20 | |
| 81 | Granular Shoulders, Type A | 26 | Tons | | $35.00 | $910.00 | | $100.00 | $2,600.00 | | $35.70 | $928.20 | |
| 82 | Shoulder Construction, Earth | 2.9 | STA. | | $550.00 | $1,595.00 | | $2,000.00 | $5,800.00 | | $408.00 | $1,183.20 | |
| 83 | Bridge Approach, Two Lane | 405.8 | S.Y. | | $155.00 | $62,899.00 | | $200.00 | $81,160.00 | | $151.00 | $61,275.80 | |
| 84 | Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 2, Durability, 7 in | 71.4 | S.Y. | | $68.00 | $4,855.20 | | $150.00 | $10,710.00 | | $51.00 | $3,641.40 | |
| 85 | Erosion Stone | 25 | Tons | | $50.00 | $1,250.00 | | $100.00 | $2,500.00 | | $60.00 | $1,500.00 | |
| 86 | Removal of Pavement | 424.6 | S.Y. | | $14.00 | $5,944.40 | | $20.00 | $8,492.00 | | $15.45 | $6,560.07 | |
| 87 | Safety Closure | 3 | Each | | $150.00 | $450.00 | | $150.00 | $450.00 | | $250.00 | $750.00 | |
| 88 | Field Laboratory | 1 | Each | | $6,500.00 | $6,500.00 | | $10,000.00 | $10,000.00 | | $5,000.00 | $5,000.00 | |
| 89 | Remove and Reinstall Sign as Per Plan | 1 | Each | | $200.00 | $200.00 | | $200.00 | $200.00 | | $200.00 | $200.00 | |
| 90 | Object Marker, Type 3 | 4 | Each | | $200.00 | $800.00 | | $200.00 | $800.00 | | $200.00 | $800.00 | |
| 91 | Construction Survey | 1 | L.S. | | $3,500.00 | $3,500.00 | | $2,720.00 | $2,720.00 | | $2,720.00 | $2,720.00 | |
| 92 | Traffic Control | 1 | L.S. | | $4,500.00 | $4,500.00 | | $2,750.00 | $2,750.00 | | $4,550.00 | $4,550.00 | |
| 93 | Silt Fence | 260 | L.F. | | $2.25 | $585.00 | | $3.50 | $910.00 | | $7.00 | $1,820.00 | |
| 94 | Silt Fence for Ditch Checks | 180 | L.F. | | $2.50 | $450.00 | | $5.00 | $900.00 | | $7.00 | $1,260.00 | |
| 95 | Removal of Silt Fence or Silt Fence for Ditch Checks | 440 | L.F. | | $1.00 | $440.00 | | $1.00 | $440.00 | | $1.00 | $440.00 | |
| 96 | Maintenance of Silt Fence or Silt Fence for Ditch Check | 45 | L.F. | | $1.00 | $45.00 | | $1.50 | $67.50 | | $1.00 | $45.00 | |
| 97 | Floating Silt Curtain (Hanging) | 200 | L.F. | | $28.00 | $5,600.00 | | $30.00 | $6,000.00 | | $18.00 | $3,600.00 | |
| 98 | Maintenance of Floating Silt Curtain | 100 | L.F. | | $10.00 | $1,000.00 | | $10.00 | $1,000.00 | | $1.00 | $100.00 | |
| 99 | Perimeter and Slope Sediment Control Device, 12 in Dia | 410 | L.F. | | $4.00 | $1,640.00 | | $5.00 | $2,050.00 | | $5.00 | $2,050.00 | |
| 100 | Perimeter and Slope Sediment Control Device, 20 in Dia | 200 | L.F. | | $4.50 | $900.00 | | $10.00 | $2,000.00 | | $5.00 | $1,000.00 | |
| 101 | Removal of Perimeter and Slope Sediment Control Device | 610 | L.F. | | $1.00 | $610.00 | | $2.00 | $1,220.00 | | $1.00 | $610.00 | |
| 102 | Mobilizations, Erosion Control | 1 | Each | | $750.00 | $750.00 | | $500.00 | $500.00 | | $500.00 | $500.00 | |
| 103 | Mobilizations, Emergency Erosion Control | 1 | Each | | $1,000.00 | $1,000.00 | | $1,000.00 | $1,000.00 | | $500.00 | $500.00 | |
| | | | | | | | | | | | | |
| $1,344,512.30 | | $1,404,884.10 | | $1,412,612.62 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $974,086.00 | Contractor: | | Hawkins Construction Company | | |||||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 2516 Deer Park Blvd | | | | ||||||||
| Omaha NE 68105 | | | | |||||||||
| Plan Sets Requested: 7 | Quantities | | 402-342-1607 | | | | |||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Removal of Existing Structures | 1 | L.S. | | $13,680.13 | $13,680.13 | | $0.00 | | $0.00 | | ||
| 2 | Clearing and Grubbing | 1 | L.S. | | $20,399.63 | $20,399.63 | | $0.00 | | $0.00 | | ||
| 3 | Full Depth Saw Cut | 3704 | L.F. | | $4.32 | $16,001.28 | | $0.00 | | $0.00 | | ||
| 4 | HMA Pavement Removal | 1055 | S.Y. | | $16.41 | $17,312.55 | | $0.00 | | $0.00 | | ||
| 5 | 12-inch RCP Class III | 1204 | L.F. | | $29.80 | $35,879.20 | | $0.00 | | $0.00 | | ||
| 6 | 15-inch RCP Class III | 435 | L.F. | | $32.82 | $14,276.70 | | $0.00 | | $0.00 | | ||
| 7 | 18-inch RCP Class III | 60 | L.F. | | $46.06 | $2,763.60 | | $0.00 | | $0.00 | | ||
| 8 | SW-501 Single Grate Intake w/SW-603 Type ‘R’ Casting | 10 | Each | | $2,746.17 | $27,461.70 | | $0.00 | | $0.00 | | ||
| 9 | SW-512 Circular Area Intake (24” Riser) w/SW-604 Type ‘3B’ Casting | 1 | Each | | $2,167.99 | $2,167.99 | | $0.00 | | $0.00 | | ||
| 10 | SW-512 Circular Area Intake (18” Riser) w/SW-604 Type ‘3B’ Casting | 4 | Each | | $2,041.91 | $8,167.64 | | $0.00 | | $0.00 | | ||
| 11 | SW-513 4’X4’ Open Sided Intake w/SW-602 Type ‘G’ Casting | 1 | Each | | $4,096.87 | $4,096.87 | | $0.00 | | $0.00 | | ||
| 12 | Special Backfill | 409 | Tons | | $40.93 | $16,740.37 | | $0.00 | | $0.00 | | ||
| 13 | Granular Shoulder | 126 | Tons | | $42.77 | $5,389.02 | | $0.00 | | $0.00 | | ||
| 14 | Surface Preparation | 3303 | S.Y. | | $7.06 | $23,319.18 | | $0.00 | | $0.00 | | ||
| 15 | PCC Pavement Placement | 4539 | S.Y. | | $9.65 | $43,801.35 | | $0.00 | | $0.00 | | ||
| 16 | Iowa DOT Class ‘C’ Concrete | 1011 | C.Y. | | $144.67 | $146,261.37 | | $0.00 | | $0.00 | | ||
| 17 | 36-inch #4 Epoxy Coated Reinforcing Bar | 714 | Each | | $7.13 | $5,090.82 | | $0.00 | | $0.00 | | ||
| 18 | Finish Grading | 1 | L.S. | | $13,688.91 | $13,688.91 | | $0.00 | | $0.00 | | ||
| 19 | Seeding, Fertilizing and Mulching | 1 | L.S. | | $1,846.39 | $1,846.39 | | $0.00 | | $0.00 | | ||
| 20 | 8-inch Filter Sock | 100 | L.F. | | $15.83 | $1,583.00 | | $0.00 | | $0.00 | | ||
| 21 | Traffic Control | 1 | L.S. | | $1,055.08 | $1,055.08 | | $0.00 | | $0.00 | | ||
| 22 | Construction Survey Staking | 1 | L.S. | | $11,922.38 | $11,922.38 | | $0.00 | | $0.00 | | ||
| 23 | Mobilization | 1 | L.S. | | $108,500.00 | $108,500.00 | | $0.00 | | $0.00 | | ||
| 24 | Excavation, Class 10, Channel | 444 | C.Y. | | $21.77 | $9,665.88 | | $0.00 | | $0.00 | | ||
| 25 | Removal of Existing Structures | 1 | L.S. | | $17,528.02 | $17,528.02 | | $0.00 | | $0.00 | | ||
| 26 | Excavation, Class 20 | 73 | C.Y. | | $29.90 | $2,182.70 | | $0.00 | | $0.00 | | ||
| 27 | Structural Concrete (Bridge) | 152.2 | C.Y. | | $741.49 | $112,854.778 | | $0.00 | | $0.00 | | ||
| 28 | Reinforcing Steel | 102 | LB. | | $6.71 | $684.42 | | $0.00 | | $0.00 | | ||
| 29 | Reinforcing Steel, Epoxy Coated | 38439 | LB. | | $1.29 | $49,586.31 | | $0.00 | | $0.00 | | ||
| 30 | Reinforcing Steel, Stainless Steel | 1834 | LB. | | $4.43 | $8,124.62 | | $0.00 | | $0.00 | | ||
| 31 | Concrete Open Railing, TL-4 | 162 | L.F. | | $54.25 | $8,788.50 | | $0.00 | | $0.00 | | ||
| 32 | Piles, Steel, HP 10 X 42 | 790 | L.F. | | $32.32 | $25,532.80 | | $0.00 | | $0.00 | | ||
| 33 | Concrete Encasement of Steel H-Piles, HP 10X42 (PIOL Type 3) | 146.3 | L.F. | | $210.30 | $30,766.89 | | $0.00 | | $0.00 | | ||
| 34 | Engineering Fabric | 399.5 | S.Y. | | $3.58 | $1,430.21 | | $0.00 | | $0.00 | | ||
| 35 | Revetment, Class ‘E’ | 361.9 | Tons | | $57.34 | $20,751.346 | | $0.00 | | $0.00 | | ||
| 36 | Mobilization | 1 | L.S. | | $145,000.00 | $145,000.00 | | $0.00 | | $0.00 | | ||
| 37 | Clearing and Grubbing | 3.3 | Units | | $254.79 | $840.807 | | $0.00 | | $0.00 | | ||
| 38 | Special Backfill | 94 | Tons | | $40.56 | $3,812.64 | | $0.00 | | $0.00 | | ||
| 39 | Embankment-in-Place | 62 | C.Y. | | $5.09 | $315.58 | | $0.00 | | $0.00 | | ||
| 40 | Excavation, Class 10, Roadway and Borrow | 107 | C.Y. | | $25.00 | $2,675.00 | | $0.00 | | $0.00 | | ||
| 41 | Excavation, Class 12, Boulders or Rock Fragments | 10 | C.Y. | | $30.94 | $309.40 | | $0.00 | | $0.00 | | ||
| 42 | Topsoil, Strip, Salvage and Spread | 173 | C.Y. | | $9.19 | $1,589.87 | | $0.00 | | $0.00 | | ||
| 43 | Granular Shoulders, Type A | 63.4 | Tons | | $52.69 | $3,340.546 | | $0.00 | | $0.00 | | ||
| 44 | Shoulder Construction, Earth | 3.7 | STA. | | $346.68 | $1,282.716 | | $0.00 | | $0.00 | | ||
| 45 | Bridge Approach, Two Lane | 267 | S.Y. | | $171.79 | $45,867.93 | | $0.00 | | $0.00 | | ||
| 46 | Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 2, Durability, 7 in | 249.5 | S.Y. | | $52.49 | $13,096.255 | | $0.00 | | $0.00 | | ||
| 47 | Removal of Pavement | 620 | S.Y. | | $9.36 | $5,803.20 | | $0.00 | | $0.00 | | ||
| 48 | Safety Closure | 3 | Each | | $158.26 | $474.78 | | $0.00 | | $0.00 | | ||
| 49 | Field Laboratory | 1 | Each | | $1,709.78 | $1,709.78 | | $0.00 | | $0.00 | | ||
| 50 | Remove and Reinstall Sign as Per Plan | 4 | Each | | $150.02 | $600.08 | | $0.00 | | $0.00 | | ||
| 51 | Construction Survey | 1 | L.S. | | $5,908.44 | $5,908.44 | | $0.00 | | $0.00 | | ||
| 52 | Traffic Control | 1 | L.S. | | $2,901.46 | $2,901.46 | | $0.00 | | $0.00 | | ||
| 53 | Silt Fence | 290 | L.F. | | $5.28 | $1,531.20 | | $0.00 | | $0.00 | | ||
| 54 | Silt Fence for Ditch Checks | 120 | L.F. | | $6.33 | $759.60 | | $0.00 | | $0.00 | | ||
| 55 | Removal of Silt Fence or Silt Fence for Ditch Checks | 410 | L.F. | | $2.11 | $865.10 | | $0.00 | | $0.00 | | ||
| 56 | Maintenance of Silt Fence or Silt Fence for Ditch Check | 40 | L.F. | | $5.28 | $211.20 | | $0.00 | | $0.00 | | ||
| 57 | Floating Silt Curtain (Hanging) | 200 | L.F. | | $36.93 | $7,386.00 | | $0.00 | | $0.00 | | ||
| 58 | Maintenance of Floating Silt Curtain | 100 | L.F. | | $3.17 | $317.00 | | $0.00 | | $0.00 | | ||
| 59 | Perimeter and Slope Sediment Control Device, 12 in Dia | 200 | L.F. | | $5.28 | $1,056.00 | | $0.00 | | $0.00 | | ||
| 60 | Perimeter and Slope Sediment Control Device, 20 in Dia | 200 | L.F. | | $6.33 | $1,266.00 | | $0.00 | | $0.00 | | ||
| 61 | Removal of Perimeter and Slope Sediment Control Device | 400 | L.F. | | $1.85 | $740.00 | | $0.00 | | $0.00 | | ||
| 62 | Mobilizations, Erosion Control | 1 | Each | | $527.54 | $527.54 | | $0.00 | | $0.00 | | ||
| 63 | Mobilizations, Emergency Erosion Control | 1 | Each | | $1,055.08 | $1,055.08 | | $0.00 | | $0.00 | | ||
| 64 | Excavation, Class 10, Channel | 217 | C.Y. | | $26.74 | $5,802.58 | | $0.00 | | $0.00 | | ||
| 65 | Granular Material for Blanket and Subdrain | 59.3 | C.Y. | | $61.92 | $3,671.856 | | $0.00 | | $0.00 | | ||
| 66 | Subgrade Stabilization Material, Polymer Grid | 191.6 | S.Y. | | $3.38 | $647.608 | | $0.00 | | $0.00 | | ||
| 67 | Removal of Existing Structures | 1 | L.S. | | $15,780.74 | $15,780.74 | | $0.00 | | $0.00 | | ||
| 68 | Excavation, Class 20 | 489 | C.Y. | | $16.32 | $7,980.48 | | $0.00 | | $0.00 | | ||
| 69 | Structural Concrete (RCB Culvert) | 142 | C.Y. | | $436.93 | $62,044.06 | | $0.00 | | $0.00 | | ||
| 70 | Reinforcing Steel, Epoxy Coated | 19376 | LB. | | $1.43 | $27,707.68 | | $0.00 | | $0.00 | | ||
| 71 | Reinforcing Steel, Stainless Steel | 1510 | LB. | | $4.42 | $6,674.20 | | $0.00 | | $0.00 | | ||
| 72 | Concrete Open Railing, TL-4 | 74.8 | L.F. | | $55.54 | $4,154.392 | | $0.00 | | $0.00 | | ||
| 73 | Engineering Fabric | 440 | S.Y. | | $3.58 | $1,575.20 | | $0.00 | | $0.00 | | ||
| 74 | Revetment, Class ‘E’ | 334.3 | Tons | | $57.74 | $19,302.482 | | $0.00 | | $0.00 | | ||
| 75 | Mobilization | 1 | L.S. | | $84,858.00 | $84,858.00 | | $0.00 | | $0.00 | | ||
| 76 | Clearing and Grubbing | 4.1 | Units | | $113.93 | $467.113 | | $0.00 | | $0.00 | | ||
| 77 | Special Backfill | 26 | Tons | | $36.73 | $954.98 | | $0.00 | | $0.00 | | ||
| 78 | Excavation, Class 10, Roadway and Borrow | 277 | C.Y. | | $5.09 | $1,409.93 | | $0.00 | | $0.00 | | ||
| 79 | Excavation, Class 12, Boulders or Rock Fragments | 15 | C.Y. | | $30.94 | $464.10 | | $0.00 | | $0.00 | | ||
| 80 | Topsoil, Strip, Salvage and Spread | 102 | C.Y. | | $8.43 | $859.86 | | $0.00 | | $0.00 | | ||
| 81 | Granular Shoulders, Type A | 26 | Tons | | $40.18 | $1,044.68 | | $0.00 | | $0.00 | | ||
| 82 | Shoulder Construction, Earth | 2.9 | STA. | | $346.68 | $1,005.372 | | $0.00 | | $0.00 | | ||
| 83 | Bridge Approach, Two Lane | 405.8 | S.Y. | | $148.10 | $60,098.98 | | $0.00 | | $0.00 | | ||
| 84 | Standard or Slip Form Portland Cement Concrete Pavement, Class C, Class 2, Durability, 7 in | 71.4 | S.Y. | | $52.58 | $3,754.212 | | $0.00 | | $0.00 | | ||
| 85 | Erosion Stone | 25 | Tons | | $103.61 | $2,590.25 | | $0.00 | | $0.00 | | ||
| 86 | Removal of Pavement | 424.6 | S.Y. | | $11.08 | $4,704.568 | | $0.00 | | $0.00 | | ||
| 87 | Safety Closure | 3 | Each | | $158.26 | $474.78 | | $0.00 | | $0.00 | | ||
| 88 | Field Laboratory | 1 | Each | | $1,709.78 | $1,709.78 | | $0.00 | | $0.00 | | ||
| 89 | Remove and Reinstall Sign as Per Plan | 1 | Each | | $150.02 | $150.02 | | $0.00 | | $0.00 | | ||
| 90 | Object Marker, Type 3 | 4 | Each | | $211.02 | $844.08 | | $0.00 | | $0.00 | | ||
| 91 | Construction Survey | 1 | L.S. | | $3,397.35 | $3,397.35 | | $0.00 | | $0.00 | | ||
| 92 | Traffic Control | 1 | L.S. | | $2,901.46 | $2,901.46 | | $0.00 | | $0.00 | | ||
| 93 | Silt Fence | 260 | L.F. | | $5.28 | $1,372.80 | | $0.00 | | $0.00 | | ||
| 94 | Silt Fence for Ditch Checks | 180 | L.F. | | $6.33 | $1,139.40 | | $0.00 | | $0.00 | | ||
| 95 | Removal of Silt Fence or Silt Fence for Ditch Checks | 440 | L.F. | | $2.11 | $928.40 | | $0.00 | | $0.00 | | ||
| 96 | Maintenance of Silt Fence or Silt Fence for Ditch Check | 45 | L.F. | | $5.28 | $237.60 | | $0.00 | | $0.00 | | ||
| 97 | Floating Silt Curtain (Hanging) | 200 | L.F. | | $36.93 | $7,386.00 | | $0.00 | | $0.00 | | ||
| 98 | Maintenance of Floating Silt Curtain | 100 | L.F. | | $3.17 | $317.00 | | $0.00 | | $0.00 | | ||
| 99 | Perimeter and Slope Sediment Control Device, 12 in Dia | 410 | L.F. | | $5.28 | $2,164.80 | | $0.00 | | $0.00 | | ||
| 100 | Perimeter and Slope Sediment Control Device, 20 in Dia | 200 | L.F. | | $6.33 | $1,266.00 | | $0.00 | | $0.00 | | ||
| 101 | Removal of Perimeter and Slope Sediment Control Device | 610 | L.F. | | $1.85 | $1,128.50 | | $0.00 | | $0.00 | | ||
| 102 | Mobilizations, Erosion Control | 1 | Each | | $527.54 | $527.54 | | $0.00 | | $0.00 | | ||
| 103 | Mobilizations, Emergency Erosion Control | 1 | Each | | $1,055.08 | $1,055.08 | | $0.00 | | $0.00 | | ||
| | | | | | | | | | | | | |
| $1,425,098.751 | | $0.00 | | $0.00 | | ||||||||
| | | | | | | | | | | | | |
12/22/2025