Engineer_Estimate-Final-20240410.xls
XLS spreadsheet 44 KB Posted
- Solicitation number
- 24-0692-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is an Engineer's Estimate for the ARPA Stormwater Starkey Facility M10 Modification (Rebid) project in Florida, specifically for Pinellas County. The project involves retrofitting and enhancing the existing Starkey M10 Stormwater Management Facility, with construction activities including survey work, mobilization, maintenance of traffic, erosion control, clearing and grubbing, dewatering, excavation, grading, concrete structures, culvert installation, fencing, sodding, and related infrastructure improvements. The engineer's estimate totals $7,044,066, with major line items including $875,000 for maintenance of channel flow, $520,000 for dewatering, $460,000 for mobilization, and $2,013,100 for pond excavation.
The project is funded through American Rescue Plan Act (ARPA) resources and aims to improve water quality treatment and maintain existing flood service levels by constructing a weir within the Starkey M10 Mitigation facility and two upstream stormwater ponds. The comprehensive scope includes environmental protection measures, such as silt fence installation, turbidity barriers, inlet protection, and soil tracking prevention. The estimate covers detailed engineering and construction requirements, with specific attention to drainage infrastructure, concrete work, piping, and landscape restoration. The bid appears to be a rebid of a previous solicitation, suggesting potential prior procurement challenges or adjustments to project specifications.
View the file
Other files
Show all 28
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EE
Stormwater Starkey Facility M10 Modification (Rebid)
PID NO. 003900A
| BID NO. | 4/10/24 | |||||
| Engineer Estimate | ||||||
| Pay Item No. | Description | Quantity | Unit | Unit Price | Amount | |
| ROADWAY / DRAINAGE | ||||||
| 005-0700 | SURVEY, Construction Layout | 1.00 | LS | $ 110,000.00 | $ 110,000.00 | |
| 005-0703 | SURVEY, Earthwork Quantity Measurements | 1.00 | LS | $ 40,000.00 | $ 40,000.00 | |
| 005-0850 | SURVEY, Permitting As-built Requirements | 1.00 | LS | $ 40,000.00 | $ 40,000.00 | |
| 101-0100 | MOBILIZATION | 1.00 | LS | $ 460,000.00 | $ 460,000.00 | |
| 102-1000 | MAINTENANCE OF TRAFFIC | 1.00 | LS | $ 57,000.00 | $ 57,000.00 | |
| 102-1099 | VARIABLE MESSAGE BOARD | 90.00 | ED | $ 25.00 | $ 2,250.00 | |
| 102-5000 | WATER, for Dust Control | 30.00 | THG | $ 400.00 | $ 12,000.00 | |
| 104-1 | PREVENTION, CONTROL AND ABATEMENT OF EROSION & WATER POLLUTION | 1.00 | LS | $ 55,000.00 | $ 55,000.00 | |
| 104-10 | SILT FENCE, Staked | 2,000.00 | LF | $ 13.00 | $ 26,000.00 | |
| 104-12 | TURBIDITY BARRIER, Floating | 200.00 | LF | $ 25.00 | $ 5,000.00 | |
| 104-18 | INLET PROTECTION | 7.00 | EA | $ 300.00 | $ 2,100.00 | |
| 104-20 | SOIL TRACKING PREVENTION DEVICE | 2.00 | EA | $ 4,000.00 | $ 8,000.00 | |
| 110-0100 | CLEARING & GRUBBING | 1.00 | LS | $ 400,000.00 | $ 400,000.00 | |
| 120-0810 | DEWATERING | 1.00 | LS | $ 520,000.00 | $ 520,000.00 | |
| 120-1100 | GRADING | 1.00 | LS | $ 340,000.00 | $ 340,000.00 | |
| 120-1200 | REMOVAL OF PROPOSED WEIR SITE SOILS, Soil hauled to landfill by Contractor, including tipping fee | 39.00 | TN | $ 150.00 | $ 5,850.00 | |
| 120-1210 | EXCAVATION, Pond M10 and 6C | 49,100.00 | CY | $ 41.00 | $ 2,013,100.00 | |
| 120-2000 | SLURRY WALL | 2,635.00 | SF | $ 67.00 | $ 176,545.00 | |
| 125-3058 | BEDDING MATERIAL, Crushed Stone, Size #57, Including Geo-textile Wrap | 178.00 | TN | $ 320.00 | $ 56,960.00 | |
| 160-0009 | STABILIZATION, Type B, LBR 40, 9" Min. Thickness | 5,000.00 | SY | $ 30.00 | $ 150,000.00 | |
| 162-1000 | ORGANIC SOIL LAYER, 8" | 5,182.00 | SY | $ 23.00 | $ 119,186.00 | |
| 350-0206 | PAVEMENT, Cement Concrete, 6" Min Thickness (Driveways) | 100.00 | SY | $ 200.00 | $ 20,000.00 | |
| 400-2-15 | CONCRETE STRUCTURES, CLASS II, Sheet Pile Cap | 6.00 | CY | $ 2,000.00 | $ 12,000.00 | |
| 415-1-6 | REINFORCING STEEL, Sheet Pile Cap | 400.00 | LB | $ 5.00 | $ 2,000.00 | |
| 425-377-0000 | INLET, Ditch Bottom, FDOT Type H, > 10' | 1.00 | LS | $ 25,000.00 | $ 25,000.00 | |
| 430-122-4368 | PIPE CULVERT, CONCRETE, Elliptical, 43" x 68" ID | 240.00 | LF | $ 600.00 | $ 144,000.00 | |
| 430-425-4312 | END SECTION, MITERED, Cross Drain, 12" RCP, index 430-021 | 1.00 | EA | $ 3,000.00 | $ 3,000.00 | |
| 430-425-4368-2 | END SECTION, MITERED, Cross Drain, 43" x 68" ERCP, index 430-021, slope 1:2 | 1.00 | EA | $ 15,000.00 | $ 15,000.00 | |
| 430-425-4368-4 | END SECTION, MITERED, Cross Drain, 43" x 68" ERCP, index 430-021, slope 1:4 | 1.00 | EA | $ 15,000.00 | $ 15,000.00 | |
| 455-133-1 | PILING, SHEET, Steel | 600.00 | SF | $ 150.00 | $ 90,000.00 | |
| 524-1 | DITCH PAVEMENT – Concrete 6" Thick | 490.00 | SY | $ 500.00 | $ 245,000.00 | |
| 530-2000 | RIPRAP, Rubble w/ Filter Fabric | 415.00 | TN | $ 270.00 | $ 112,050.00 | |
| 550-10 | FENCE, FDOT Type B, 6' Height (Black Vinyl Coated w/top rail) | 1,775.00 | LF | $ 45.00 | $ 79,875.00 | |
| 550-60 | GATE, SLIDE, Cantilever, FDOT Fence Type B, 6' Height x 20' Width (Black Vinyl Coated w/top rail) | 3.00 | EA | $ 5,000.00 | $ 15,000.00 | |
| 570-575 | SODDING, Bahia | 11,550.00 | SY | $ 13.00 | $ 150,150.00 | |
| 900-0100 | SIGN, PROJECT IDENTIFICATION, Install and Maintain | 1.00 | LS | $ 2,000.00 | $ 2,000.00 | |
| 900-2000 | MAINTENANCE OF CHANNEL FLOW | 1.00 | LS | $ 875,000.00 | $ 875,000.00 | |
| ROADWAY / DRAINAGE SUBTOTAL | $ 6,404,066.00 | |||||
| OTHER ITEMS | ||||||
| 999-0000 | UNSPECIFIED WORK | 1.00 | EA | $ 640,000.00 | $ 640,000.00 | |
| OTHER ITEMS TOTAL | $ 640,000.00 | |||||
| Total Bid | $ 7,044,066.00 |
File details come from the government source that posted it. Updated .