44861515401-CR_1883-Construction_Duration.pdf
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- Attached to
- CR 1883 Improvements Phase 1 State and local contract opportunity
- Solicitation number
- ITB 25-16
- Issued by
- Walton County, Florida
About this file
The document is a Construction Duration spreadsheet for Contract No. CR 1883 in Walton County, Florida, detailing a roadway improvement project. The spreadsheet provides a comprehensive itemized list of 54 distinct construction activities with corresponding quantities, units, production rates, and duration. The project involves resurfacing approximately 4.92 miles of CR 1883 from SR 83 to CR 183B, including milling and resurfacing, signing and pavement marking upgrades, and minor drainage improvements. The total construction duration is calculated at 190 days, with activities ranging from mobilization and maintenance of traffic to geosynthetic reinforcement, pipe culvert installation, pavement markings, and performance turf sodding.
The project is funded through federal financial assistance from the Florida Department of Transportation (FDOT) under Grant Award Agreement No. G2M73, with specific contractor prequalification requirements in work classes including Drainage, Flexible Paving, Grading, Grassing/Seeding/Sodding, Pavement Marking, and Roadway Signing. Contractors must be FDOT prequalified in the relevant work classes, and proof of prequalification must be submitted with the bid. The contract timeline specifies 160 days for substantial completion and an additional 30 days for punch list completion. The spreadsheet provides granular details on quantities and durations for each construction activity, with a 1.4 multiplier applied to calculate the total construction days.
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Text version
Item Description Quantity Unit Production Rate Duration
X 1.4 Multipler
(Days)
0101 1 Mobilization 1 LS 0.06 16.67 23.3
0102 1 Maintenance of Traffic 190 LS/DA 0.06 16.67 23.3
0104 10 3 Sediment Barrier 1899 LF 1500 1.27 1.8
0110 1 1 Clearing & Grubbing 1.24 AC 5 0.25 0.3
0110 4 10 Removal of Existing Concrete 73 SY 300 0.24 0.3
0160 4 Type B Stabilization 794 SY 1600 0.50 0.7
0286706 Optional Base, Base Group 06 794 SY 700 1.13 1.6
0286 1 Turnout Construction/Driveway Base - Optional Materials 1186 SY 400 2.97 4.2
0342 1 Geosynthetic Interlayer Reinforcement System 64611 SY 5000 12.92 25.8
0327 70 5 Milling Exist Asph Pavt, 2" Avg Depth 64611 SY 8000 8.08 16.2
0334 1 52 Superpave Asphaltic Conc, Traffic B, PG 76-22 5468.7 TN 700 7.81 10.9
0337 7 80 Asphalt Concrete Friction Course, Traffic B, FC-9.5, PG 76-22 3596.3 TN 500 7.19 11.5
0430 94 1 Desilting Pipe 0-24" 1052 LF 1000 1.05 1.5
0430 94 2 Desilting Pipe 25-36" 218 LF 1000 0.22 0.3
0430174115 Pipe Culvert, Optional Material, Round, 15"SD 25 LF 300 0.08 0.1
0430174118 Pipe Culvert, Optional Material, Round, 18"SD 1244 LF 300 4.15 5.8
0430174124 Pipe Culvert, Optional Material, Round, 24"SD 3 LF 300 0.01 0.0
0430174215 Pipe Culvert, Optional Material, Other Shape - Ellip/Arch, 15"SD 57 LF 300 0.19 0.3
0430174218 Pipe Culvert, Optional Material, Other Shape - Ellip/Arch, 18"SD 25 LF 300 0.08 0.1
0430174224 Pipe Culvert, Optional Material, Other Shape - Ellip/Arch, 24"SD 49 LF 300 0.16 0.2
0430175118 Pipe Culvert, Optional Material, Round, 18"S/CD 66 LF 300 0.22 0.3
0430175124 Pipe Culvert, Optional Material, Round, 24"S/CD 119 LF 300 0.40 0.6
0430175136 Pipe Culvert, Optional Material, Round, 36"S/CD 12 LF 300 0.04 0.1
0430524100 Straight Concrete Endwalls, 24", Single, 0 Degrees, Round 17 EA 13 1.31 1.8
0430536200 Straight Concrete Endwalls, 36", Double, 0 Degrees, Round 1 EA 13 0.08 0.1
0430830 Filling And Plugging Pipe- Place Out Of Service 102 CY 65 1.57 2.2
0430982125 Mitered End Section, Optional Round, 18" CD 2 EA 13 0.15 0.2
0430984123 Mitered End Section, Optional Round, 15" SD 4 EA 13 0.31 0.4
0430984125 Mitered End Section, Optional Round, 18" SD 84 EA 13 6.46 9.0
0430984129 Mitered End Section, Optional Round, 24" SD 4 EA 13 0.31 0.4
0430984623 Mitered End Section, Optional - Ellip/Arch, 15" SD 4 EA 13 0.31 0.4
0430984625 Mitered End Section, Optional - Ellip/Arch, 18" SD 2 EA 13 0.15 0.2
0430984629 Mitered End Section, Optional - Ellip/Arch, 24" SD 2 EA 13 0.15 0.2
0524 1 2 Concrete Ditch Pavement, Non Reinforced, 4" 36 SY 200 0.18 0.3
0530 3 4 Riprap, Rubble, F&I, Ditch Lining 24 TN 175 0.14 0.2
0530 74 Bedding Stone 17.3 TN 300 0.06 0.1
0546 71 1 Raised Rumble Strip Set- Permanent 4 EA 7 0.57 0.8
0570 1 2 Performance Turf, Sod 14917 SY 1500 9.94 15.9
0700 1 111 Single Post Sign F&I Ground Mount, Less Than 12 SF 55 AS 15 3.67 5.1
0700 1 500 Single Column Ground Assembly, Relocate 1 EA 10 0.10 0.1
0700 1 600 Single Column Ground Assembly, Remove 38 AS 30 1.27 1.8
0705 10 1 Object Marker, Type 1 14 EA 10 1.40 2.0
0705 10 2 Object Marker, Type 2 46 EA 10 4.60 6.4
0706 1 3 Retro-Reflective Pavement Markers 2434 EA 750 3.25 4.5
0710 11101 Painted Pavement Markings, Standard, White, Solid, 6" 9.997 GM 7 1.43 2.0
0710 11125 Painted Pavement Markings, White, Solid, Stop Lines/Crosswalk, 24" 155 LF 2000 0.08 0.1
0710 11131 Painted Pavement Markings, Standard, White, Skip, 10-30 or 3-9 Skip, 6" Wide 0.012 GM 7 0.00 0.0
0710 11160 Painted Pavement Markings, Standard, White, Message or Symbol 1 EA 30 0.03 0.0
0710 11201 Painted Pavement Markings, Standard, Yellow, Solid, 6" 8.051 GM 7 1.15 1.6
0710 11231 Painted Pavement Markings, Standard, Yellow, Skip, 6" 1.089 GM 7 0.16 0.2
0711 11125 Thermoplastic, Standard, White, Solid, 24" for Stop Line and Crosswalk 155 LF 2000 0.08 0.1
0711 11160 Thermoplastic, Standard, White, Message or Symbol 1 EA 20 0.05 0.1
0711 16101 Thermoplastic, Standard, Other Surfaces, White, Solid, 6" 9.997 GM 7 1.43 2.0
0711 16131 Thermoplastic, Standard, Other Surfaces, White, Skip, 10-30 or 3-9 Skip, 6" 0.012 GM 7 0.00 0.0
0711 16201 Thermoplastic, Standard, Other Surfaces, Yellow, Solid, 6" 8.051 GM 7 1.15 1.6
0711 16231 Thermoplastic, Standard, Other Surfaces, Yellow, Skip, 6" 1.089 GM 7 0.16 0.2
CONSTRUCTION DURATION
CR 1883 - 448615-1-54-01
WALTON COUNTY, FL
Total Construction Days
File details come from the government source that posted it. Updated .