20055 GNT Bid Tabulation 030821.pdf
PDF 124 KB Posted
- Attached to
- Good Neighbor Trail State and local contract opportunity
- Solicitation number
- RFP-PM-234-Rebid-2021
- Issued by
- Hernando County, Brownsville CDP, Florida
About this file
This document is a Bid Schedule for the GNT Gap Design Utility Relocations project, involving the City of Brooksville and the Florida Department of Transportation (FDOT). The bid schedule details utility relocation work for the Good Neighbor Trail, broken down into four main sections: General Conditions, General Site Work, Water Distribution, and Sanitary Sewer. The project involves multiple tasks such as mobilization, maintenance of traffic, survey layout, erosion sediment control, asphalt replacement, concrete sidewalk construction, water main and service relocations, fire hydrant assembly, and manhole adjustments. The scope of work is divided between the City of Brooksville Right-of-Way and the FDOT Right-of-Way, with specific quantities and units listed for each task.
The bid schedule provides a comprehensive breakdown of estimated quantities for each work item, using units such as linear feet (LF), square yards (SY), and each (EA), but does not include unit prices or total amounts. The document covers extensive utility infrastructure work, including removing and replacing water mains of various sizes (2", 6", 8", 12"), installing PVC pipes, relocating water services, adjusting manholes, and performing pressure tests and chlorination. The project appears to be a complex utility relocation effort supporting the Good Neighbor Trail development, requiring precise and detailed work across multiple right-of-way areas and involving both municipal and transportation infrastructure.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Standard Contract Addendum - add draft for bids.pdf | ||
| 20055 GNT Utility Relocates Drawings.pdf | ||
| Coastal Specifications Combined by Index.pdf | ||
| RFP-PM-234-Rebid - 2021 Underground Utility Location for the GNT.pdf |
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Text version
1 Mobilization 1 LS 2 Bond & Insurance 1 LS 3 Maintenance of Traffic 1 LS 4 Survey Layout/As-built 1 LS 5 Pre/Post Video 1 LS 6 Erosion Sediment Control 1 LS
7 Clearing & Grubbing 0.2 AC 8 Asphalt Replacement 255 SY 9 Sod Resortation of Disturbed Areas 54 SY 10 Type F Curb 120 LF 11 Remove Existing Asphalt 250 SY 12 Remove Concrete Sidewalk 53 SY 13 Construct 5' Concrete Sidewalk 48 LF 14 Traffic Stripe 6" (White or Yellow) Thermoplastic 200 LF 15 12" Cross Walk (White) Thermoplastic 59 LF 16 24" Stop Bar (White) Thermoplastic 54 LF
17 6" PVC C900 incl ftgs 40 LF 18 8" PVC C900 incl ftgs 80 LF 19 Remove Existing 2" Water Main 10 LF 20 Remove Existing 6" Water Main 80 LF 21 Remove Existing Fire Hydrant Assembly 1 EA 22 Fire Hydrant Assembly 1 EA 23 Water Service Relocation (Relocate Existing) 8 EA 24 Pressure Test and Chlorination 120 LF 25 2" Cap Pipe 1 EA 26 Relocate Backflow Preventer 4 EA
IV. SANITARY SEWER
27 8" PVC Gravity Sewer (6'-8' in depth) 200 LF 28 Adjust Manhole Lid 1 EA 29 Standard Manhole 8'-10' 2 EA 30 TV/Pressure Test 200 LF 31 Core Bore Existing Manhole 2 EA 32 Bypass Existing Manholes 1 EA
SUBTOTAL
III. WATER DISTRIBUTION
ESTIMATED
QUANTITY UNIT PRICE AMOUNT
I. GENERAL CONDITIONS
SUBTOTAL
II. GENERAL SITE
GNT GAP DESIGN UTILITY RELOCATIONS
BID SCHEDULE
ITEM DESCRIPTION
SUBTOTAL
CITY OF BROOKSVILLE RIGHT-OF-WAY
SUBTOTAL
ESTIMATED
QUANTITY UNIT PRICE AMOUNT
GNT GAP DESIGN UTILITY RELOCATIONS
BID SCHEDULE
ITEM DESCRIPTION
33 FDOT Bike Lane Replacement 48 SY 34 Asphalt Replacement 171 SY 35 Sod Restoration of Disturbed Areas 1514 SY 36 Remove Existing Asphalt 117 SY 37 Remove Concrete Sidewalk 347 SY 38 Construct 5' Concrete Sidewalk 347 LF
39 2" PVC C900 incl ftgs 20 LF 40 6" PVC C900 incl ftgs 275 LF 41 8" PVC C900 incl ftgs 75 LF 42 12" PVC C900 incl ftgs 40 LF 43 8" Fusible PVC Directional Drill 1,810 LF 44 Remove Existing 2" Water Main 320 LF 45 Remove Existing 4" Water Main 300 LF 46 Remove Existing 6" Water Main 200 LF 47 Remove Existing 8" Water Main 1,885 LF 48 Remove Existing 12" Water Main 40 LF 49 6" Gate Valve Assembly 3 EA 50 8" Gate Valve Assembly 2 EA 51 Remove Existing Fire Hydrant Assembly 6 EA 52 Fire hydrant Assembly 7 EA 53 Water Service Relocation (Relocate Existing) 6 EA 54 Connect to existing (Wet Tap) 1 EA 55 Pressure Test and Chlorination 2,135 LF 56 Sample Point 7 EA 57 Temporary water connection 3 EA
IV. SANITARY SEWER
58 Adjust Manhole Lid 2
SUBTOTAL
SUBTOTAL
II. GENERAL SITE
SUBTOTAL
III. WATER DISTRIBUTION
FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY
ESTIMATED
QUANTITY UNIT PRICE AMOUNT
GNT GAP DESIGN UTILITY RELOCATIONS
BID SCHEDULE
ITEM DESCRIPTION
SUMMARY
I. GENERAL CONDITIONS
SUBTOTAL:
II. GENERAL SITE
III. WATER DISTRIBUTION
IV. SANITARY SEWER
SUBTOTAL:
II. GENERAL SITE
III. WATER DISTRIBUTION
IV. SANITARY SEWER
SUBTOTAL:
TOTAL:
FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY
CITY OF BROOKSVILLE RIGHT-OF-WAY
EOPC
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