Similar Projects
Last Updated | 12/21/2020 07:12 AM |
Project Title | Drainage Repair |
Physical Address | View project details and contacts |
City, State (County) | (Broward, Indian River, Martin, Palm Beach, Saint Lucie Counties) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $800,000 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Consists of providing all labor, materials, equipment, and incidentals necessary to perform drainage repairs, installation, and maintenance on State roadways within District 4. 0102- 3- Commercial Material For Temporary Driveway Maintenance Cy 50.000 0102- 14- Traffic Control Officer Hr 75.000 0102- 60- Work Zone Sign Ed 800.000 0102- 61- Business Sign Ea 15.000 0102- 71- 15 Temporary Barrier, f&i, Anchored Lf 60.000 0102- 71- 16 Temporary Barrier, f&i, Free Standing Lf 60.000 0102- 71- 25 Temporary Barrier, Relocate, Anchored Lf 10.000 0102- 71- 26 Temporary Barrier, Relocate, Free Standing Lf 10.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 600.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 15.000 0102- 89- 1 Temporary Crash Cushion, Redirective Option Lo 2.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 30.000 0104- 10- 3 Sediment Barrier Lf 150.000 0104- 11- Floating Turbidity Barrier Lf 40.000 0104- 12- Staked Turbidity Barrier- Nylon Reinforced Pvc Lf 150.000 0104- 18- Inlet Protection System Ea 5.000 0110- 2- 1 Clearing & Grubbing (Push Button Contract) Ac 2.000 0110- 4- 10 Removal Of Existing Concrete Sy 200.000 0120- 1- Regular Excavation Cy 200.000 0120- 2- 2 Borrow Excavation, Truck Measure Cy 100.000 0120- 4- Subsoil Excavation Cy 100.000 0120- 5- Channel Excavation Cy 100.000 0120- 6- Embankment Cy 200.000 0121- 70- 2 Flowable Fill, Maintenance Contracts Only Cy 50.000 0125- 3- Select Bedding Material Cy 30.000 0160- 4- Type b Stabilization Sy 200.000 0285-709- Optional Base, Base Group 09 Sy 200.000 0285-711- Optional Base, Base Group 11 Sy 200.000 0327- 70- 1 Milling Exist Asph Pavt, 1" Avg Depth Sy 50.000 0327- 70- 5 Milling Exist Asph Pavt, 2" Avg Depth Sy 500.000 0327- 70- 6 Milling Exist Asph Pavt, 1 1/2" Avg Depth Sy 50.000 0327- 70- 8 Milling Exist Asph Pavt, 2 1/2" Avg Depth Sy 25.000 0327- 70- 19 Milling Exist Asph Pavt, 3/4" Avg Depth Sy 25.000 0334- 1- 13 Superpave Asphaltic Conc, Traffic c Tn 100.000 0334- 1- 14 Superpave Asphaltic Conc, Traffic d Tn 55.000 0337- 7- 82 Asphalt Concrete Friction Course,Traffic c, Fc-9.5, Pg 76-22 Tn 55.000 0337- 7- 83 Asphalt Concrete Friction Course,Traffic c, Fc-12.5, Pg 76-22 Tn 55.000 0339- 1- Miscellaneous Asphalt Pavement Tn 20.000 0425- 1-351 Inlets, Curb, Type p-5, <10` Ea 6.000 0425- 1-355 Inlets, Curb, Type p-5, Partial Ea 6.000 0425- 1-361 Inlets, Curb, Type p-6, <10` Ea 6.000 0425- 1-365 Inlets, Curb, Type p-6, Partial Ea 6.000 0425- 1-451 Inlets, Curb, Type j-5, <10` Ea 6.000 0425- 1-461 Inlets, Curb, Type j-6, <10` Ea 6.000 0425- 1-521 Inlets, Dt Bot, Type c,<10` Ea 6.000 0425- 1-523 Inlets, Dt Bot, Type c,Jbot, <10` Ea 6.000 0425- 1-541 Inlets, Dt Bot, Type d, <10` Ea 6.000 0425- 1-561 Inlets, Dt Bot, Type f, <10` Ea 6.000 0425- 1-701 Inlets, Gutter, Type s, <10` Ea 6.000 0425- 1-713 Inlets, Gutter, Type v, j Bot, <10` Ea 6.000 0425- 2- 41 Manholes, p-7, <10` Ea 2.000 0425- 2- 43 Manholes, p-7, Partial Ea 2.000 0425- 2- 61 Manholes, p-8, <10` Ea 2.000 0425- 2- 73 Manholes, j-7, Partial Ea 2.000 0425- 2- 92 Manholes, j-8, >10` Ea 2.000 0425- 2-110 Manholes, Repair Ea 2.000 0425- 3- 41 Junction Box, Drainage, p-7, <10` Ea 2.000 0425- 3- 42 Junction Boxes, p-7, >10` Ea 2.000 0425- 3- 43 Junction Box, Drainage, p-7, Partial Ea 2.000 0425- 3- 61 Junction Boxes, j-7, <10` Ea 2.000 0425- 3- 63 Junction Boxes, Drainage, j-7, Partial Ea 2.000 0425- 4- Inlets, Adjust Ea 8.000 0425- 5- Manhole, Adjust Ea 5.000 0425- 5- 1 Manhole, Adjust, Utilities Ea 3.000 0425- 6- Valve Boxes, Adjust Ea 15.000 0425- 10- Yard Drain Ea 1.000 0430- 95- 1 Outfall Barnacle Removal, 0 - 24" Lf 10.000 0430- 95- 2 Outfall Barnacle Removal, 25 - 36" Lf 10.000 0430- 95- 3 Outfall Barnacle Removal, 37-48" Lf 10.000 0430- 95- 4 Outfall Barnacle Removal, 49-60" Lf 10.000 0430-174-118 Pipe Culvert, Optional Material, Round, 18"Sd Lf 60.000 0430-174-124 Pipe Culvert, Optional Material, Round, 24"Sd Lf 60.000 0430-174-130 Pipe Culvert, Optional Material, Round, 30"Sd Lf 15.000 0430-174-136 Pipe Culvert, Optional Material, Round, 36"Sd Lf 15.000 0430-174-248 Pipe Culvert,Optional Material,Other-Elip/Arch, 48"Sd Lf 15.000 0430-175-118 Pipe Culvert,Optional Material,Round, 18"s/Cd Lf 15.000 0430-175-124 Pipe Culvert,Optional Material,Round, 24"s/Cd Lf 15.000 0430-175-130 Pipe Culvert, Opt Material, Round, 30"s/Cd Lf 15.000 0430-175-148 Pipe Culvert, Opt Material, Round, 48"s/Cd Lf 15.000 0430-175-154 Pipe Culvert, Opt Material, Round, 54"s/Cd Lf 15.000 0430-175-160 Pipe Culvert, Opt Material, Round, 60"s/Cd Lf 15.000 0430-175-218 Pipe Culvert,Optional Material,Other-Elip/Arch, 18"s/Cd Lf 15.000 0430-175-224 Pipe Culvert,Optional Material,Other Shape-Elip/Arch, 24"s/Cd Lf 15.000 0430-200- 25 Flared End Section, Concrete, 18" Ea 4.000 0430-200- 29 Flared End Section, Concrete, 24" Ea 4.000 0430-200- 33 Flared End Section, Concrete, 30" Ea 4.000 0430-518-100 Straight Concrete Endwalls, 18", Single, 0 Degrees, Round Ea 2.000 0430-524-100 Straight Concrete Endwalls, 24", Single, 0 Degrees, Round Ea 2.000 0430-524-200 Straight Concrete Endwalls, 24", Double, 0 Degrees Round Ea 1.000 0430-963- 1 Pvc Pipe For Back Of Sidewalk, 4" Lf 35.000 0430-982-125 Mitered End Section, Optional Round, 18" Cd Ea 2.000 0430-982-129 Mitered End Section, Optional Round, 24" Cd Ea 2.000 0430-982-133 Mitered End Section, Optional Round, 30" Cd Ea 2.000 0430-982-625 Mitered End Section, Optional - Elliptical / Arch, 18" Cd Ea 2.000 0430-982-641 Mitered End Section, Optional - Elliptical / Arch, 48" Cd Ea 2.000 0436- 1- 1 Trench Drain, Standard Lf 15.000 0440- 1- 10 Underdrain, Type i Lf 10.000 0440- 1- 20 Underdrain, Type Ii Lf 10.000 0440- 70- Underdrain Inspection Box Ea 1.000 0440- 73- 1 Underdrain Outlet Pipe, 4" Lf 10.000 0440- 73- 2 Underdrain Outlet Pipe, 6" Lf 10.000 0440- 73- 3 Underdrain Outlet Pipe, 8" Lf 10.000 0440- 73- 4 Underdrain Outlet Pipe, 10" Lf 10.000 0443- 70- 3 French Drain, 18" Lf 15.000 0443- 70- 4 French Drain, 24" Lf 100.000 0455-133- 2 Sheet Piling Steel, Temporary-Critical Sf 30.000 0455-133- 3 Sheet Piling Steel, f&i Permanent Sf 30.000 0515- 1- 2 Pipe Handrail - Guiderail, Aluminum Lf 15.000 0515- 1- 42 Pipe Handrail - Guiderail, Relocate, Aluminum Lf 15.000 0520- 1- 10 Concrete Curb & Gutter, Type f Lf 300.000 0520- 2- 4 Concrete Curb, Type d Lf 20.000 0520- 3- Valley Gutter- Concrete Lf 20.000 0520- 5- 11 Traffic Separator Concrete-Type i, 4` Wide Lf 15.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 60.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 60.000 0524- 1- 2 Concrete Ditch Pavement, Non Reinforced, 4" Sy 15.000 0524- 1- 4 Concrete Ditch Pavement, Non Reinforced, 6" Sy 15.000 0527- 2- Detectable Warnings Sf 20.000 0530- 1- Riprap, Sand-Cement Cy 10.000 0530- 3- 3 Riprap- Rubble, Bank And Shore Tn 8.000 0530- 3- 4 Riprap, Rubble, f&i, Ditch Lining Tn 8.000 0536- 1- 1 Guardrail -Roadway, General Tl-3 Lf 35.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 2.000 0635- 2- 12 Pull & Splice Box, f&i, 24" x 36" Cover Size Ea 2.000 0635- 2- 30 Pull & Splice Box, Install Ea 2.000 0700- 1- 50 Single Post Sign, Relocate As 5.000 0705- 11- 1 Delineator, Flexible Tubular Ea 15.000 0705- 11- 2 Delineator, Non-Flexible Ea 7.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 1.000 0710- 11-102 Painted Pavement Markings, Standard, White, Solid For Interchange And Urban Island, 8" Gm 1.000 0710- 11-123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12" Lf 60.000 0710- 11-124 Painted Pavement Markings, Standard, White, Solid For Diagonal Or Chevron, 18" Lf 60.000 0710- 11-125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" Lf 60.000 0710- 11-131 Painted Pavement Markings, Standard, White, Skip, 10-30 Or 3-9 Skip, 6" Wide Gm 1.000 0710- 11-160 Painted Pavement Markings, Standard, White, Message Or Symbol Ea 10.000 0710- 11-170 Painted Pavement Markings, Standard, White, Arrows Ea 10.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 1.000 0710- 11-202 Painted Pavement Markings, Standard, Yellow, Solid For Interchange And Urban Island, 8" Gm 1.000 0710- 11-224 Painted Pavement Markings, Standard, Yellow, Solid For Diagonal Or Chevron, 18" Lf 60.000 e101- 72- Mobilization (Emergency Response) Ea 1.000 e430- 94- 1 Desilt Pipe, 0 To 24" Lf 110.000 e430- 94- 2 Desilt Pipe, 25-36" Lf 110.000 e430- 94- 3 Desilt Pipe, 37-48" Lf 110.000 e430- 94- 4 Desilt Pipe, 49-60" Lf 110.000 e430- 94- 5 Desilt Pipe, 61" Or Greater Lf 110.000 e431- 1- 11 Pipe Liner, Spray Application, Lf 5.000 e431- 1- 12 Pipe Liner, Spray Application, Lf 5.000 e431- 1- 13 Pipe Liner, Spray Application, Lf 5.000 e431- 1- 14 Pipe Liner, Spray Application, Lf 5.000 e431- 1- 15 Pipe Liner, Spray Application,And Greater Lf 5.000 e431- 1- 21 Pipe Liner, Cured In Place, Lf 5.000 e431- 1- 22 Pipe Liner, Cured In Place, Lf 5.000 e431- 1- 23 Pipe Liner, Cured In Place, Lf 5.000 e431- 1- 24 Pipe Liner, Cured In Place, Lf 5.000 e431- 1- 25 Pipe Liner, Cured In Place,And Greater Lf 5.000 e431- 1- 31 Pipe Liner, Slip Liner, Lf 5.000 e431- 1- 32 Pipe Liner, Slip Liner, Lf 5.000 e431- 1- 33 Pipe Liner, Slip Liner, Lf 5.000 e431- 1- 34 Pipe Liner, Slip Liner, Lf 5.000 e431- 1- 35 Pipe Liner, Slip Liner, ´And Greater Lf 5.000 e432- 4- Storm Sewer Inspection (Video Camera) Lf 100.000 e575- 1- Sodding Sy 80.000 e706- 1- 42 Reflective Pavement Marker(Remove And Replace)(Classb)Ea 35.000 |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |