| Engineer's Estimate | ||||||||||||
| BASE BID ITEMS* | ||||||||||||
| BID | BID AMOUNT | |||||||||||
| ITEM | ESTIMATED | Tucson, Inc | Miller Bros. Construction | Vernon Nagel | ||||||||
| NO. | DESCRIPTION | QUANTITY | UNIT | UNIT RATE | SUBTOTAL | UNIT RATE | SUBTOTAL | UNIT RATE | SUBTOTAL | |||
| 1000 | General Conditions | |||||||||||
| 1010 | Insurance, Bonds, and Permits | 1 | LS | $ 15,525.00 | $ 15,525.00 | $ 8,314.88 | $ 8,314.88 | $ 25,000.00 | $ 25,000.00 | |||
| 1020 | Mobilization/Demobilization and Equipment Preperation** | 1 | LS | $ 27,500.00 | $ 27,500.00 | $ 27,900.00 | $ 27,900.00 | $ 26,000.00 | $ 26,000.00 | |||
| 1030 | Construction Control and Staking/Surveying | 1 | LS | $ 11,000.00 | $ 11,000.00 | $ 6,202.23 | $ 6,202.23 | $ 7,500.00 | $ 7,500.00 | |||
| 1050 | Contractor Health and Safety Plan | 1 | LS | $ 500.00 | $ 500.00 | $ 11,466.04 | $ 11,466.04 | $ 250.00 | $ 250.00 | |||
| 1060 | Project Control/Management | 1 | LS | $ 79,000.00 | $ 79,000.00 | $ 62,655.60 | $ 62,655.60 | $ 70,000.00 | $ 70,000.00 | |||
| 2000 | Site Preparation | |||||||||||
| 2010 | Surface Water Management | 1 | LS | $ 14,000.00 | $ 14,000.00 | $ 25,451.89 | $ 25,451.89 | $ 7,500.00 | $ 7,500.00 | |||
| 2020 | Erosion Control and Sedimentation Control | 1 | LS | $ 2,500.00 | $ 2,500.00 | $ 23,203.11 | $ 23,203.11 | $ 2,500.00 | $ 2,500.00 | |||
| 3000 | Cell Excavation and Structural Fill | |||||||||||
| 3010 | Clay Excavation Hauled to stockpile from Phase 6 | 500 | CY | $ 32.00 | $ 16,000.00 | $ 3.49 | $ 1,745.00 | $ 2.00 | $ 1,000.00 | |||
| 3030 | Phase 6 Structural Fill | 1,000 | SY | $ 5.50 | $ 5,500.00 | $ 2.16 | $ 2,160.00 | $ 2.00 | $ 2,000.00 | |||
| 4000 | Cell Composite Liner Construction | |||||||||||
| 4010 | RSL Placement | 32,000 | SY | $ 4.20 | $ 134,400.00 | $ 2.69 | $ 86,080.00 | $ 4.00 | $ 128,000.00 | |||
| 4020 | Phase 6 Surface Finishing/Geosynthetic Placement Preparations | 286,625 | SF | $ 0.06 | $ 17,197.50 | $ 0.07 | $ 20,063.75 | $ 0.06 | $ 17,197.50 | |||
| 4030 | Anchor Trench Construction | 550 | LF | $ 3.85 | $ 2,117.50 | $ 8.48 | $ 4,664.00 | $ 10.00 | $ 5,500.00 | |||
| 4040 | 60 MIL HDPE Liner | 286,625 | SF | $ 0.74 | $ 212,102.50 | $ 0.64 | $ 183,440.00 | $ 0.65 | $ 186,306.25 | |||
| 4050 | Tie-in Preparation | 1,150 | LF | $ 15.00 | $ 17,250.00 | $ 27.46 | $ 31,579.00 | $ 22.00 | $ 25,300.00 | |||
| 4060 | Future Phase 6/12 Tie-in | 600 | LF | $ 16.00 | $ 9,600.00 | $ 8.86 | $ 5,316.00 | $ 15.00 | $ 9,000.00 | |||
| 4070 | Geotextile Cushion Layer | 286,625 | SF | $ 0.32 | $ 91,720.00 | $ 0.28 | $ 80,255.00 | $ 0.28 | $ 80,255.00 | |||
| 5000 | Cell Leachate Collection and Removal System | |||||||||||
| 5010 | LCRS Granular Material | 32,000 | SY | $ 10.75 | $ 344,000.00 | $ 12.58 | $ 402,560.00 | $ 9.35 | $ 299,200.00 | |||
| 5020 | Geotextile Filter Layer | 286,625 | SF | $ 0.32 | $ 91,720.00 | $ 0.28 | $ 80,255.00 | $ 0.28 | $ 80,255.00 | |||
| 5030 | 6" Perforated HDPE Leachate Collection Pipe (w/ Sock and connections) | 1,100 | LF | $ 15.00 | $ 16,500.00 | $ 25.02 | $ 27,522.00 | $ 18.00 | $ 19,800.00 | |||
| 5040 | Phase 6/12 Rain Flap | 600 | LF | $ 18.00 | $ 10,800.00 | $ 28.02 | $ 16,812.00 | $ 25.00 | $ 15,000.00 | |||
| 8000 | Finish Work | |||||||||||
| 8010 | Prepare, Fertilizer, Seed, and Mulch Disturbed Areas | 2 | AC | $ 2,000.00 | $ 4,000.00 | $ 3,100.00 | $ 6,200.00 | $ 2,500.00 | $ 5,000.00 | |||
| 9000 | Allowance Items | |||||||||||
| 9010 | Landfill Materials Handling per Cubic Yard (estimate 250CY) | 250 | CY | $ 3.00 | $ 750.00 | $ 8.73 | $ 2,182.50 | $ 2.00 | $ 500.00 | |||
| $ 1,123,682.50 | $ 1,116,028.00 | $ 1,013,063.75 | ||||||||||
| * | All Bids for Work listed in this Bid Form shall include everything required to complete the Work in order to meet the requirements and specifications within the Bid Documents and Bid Contracts to ensure each item is 100% operational without any additional requirements or cost. | |||||||||||
| ** | Item 1020 costs are not to exceed 2.5% of total bid | |||||||||||