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FA2521-11-R-0023, Attachment 1
CONTRACT YEAR 1 (1 OCTOBER 2011 – 30 SEPTEMBER 2012)
| ITEM # |
| DESCRIPTION |
| QTY |
| UNIT |
| Prices |
| 01 |
| A01 |
| Clearing Ground Cover Vegetation, 3" dia & less |
| 1 |
| Acre |
| 01 |
| A02 |
| Tree Removal and Disposal (3" to 12") |
| 15 |
| EA |
| 01 |
| A03 |
| Application of Herbicide |
| 15 |
| Gal |
| 01 |
| A04 |
| Remove, Salvage and Stock Pile Top Soil |
| 200 |
| C.Y. |
| 01 |
| A05 |
| Load, Haul, Dump - Excavated, Borrow/Loose Material, 5-mile Rnd Trip |
| 200 |
| C.Y. |
| 01 |
| A06 |
| Haul, Excavated, Borrow/Loose Material, per mile |
| 200 |
| C.Y. |
| 01 |
| A07 |
| Remove Asphalt Pavement Surface to 4" |
| 1,000 |
| S.Y. |
| 01 |
| A08 |
| Excavate Existing Roadway Base |
| 200 |
| C.Y. |
| 01 |
| A09 |
| Mill Asphalt Paving and Incidental Concrete ( 1" to 3") |
| 35,000 |
| S.Y. |
| 01 |
| A10 |
| Remove Catch Basin |
| 4 |
| EA |
| 01 |
| A11 |
| Remove Curb Inlet (FDOT Index 210 or equivalent) |
| 4 |
| EA |
| 01 |
| A12 |
| Saw Cut Asphalt Pavement up to 6-inches Deep |
| 700 |
| L.F. |
| 01 |
| A13 |
| Sawcut and Remove Conc. Curb & Gutter (Type A thru F), of Flume (4'x8") |
| 300 |
| L.F. |
| 01 |
| A14 |
| Sawcut and Remove Conc Sidewalk |
| 500 |
| S.F. |
| 01 |
| A15 |
| Remove 6" to 9" Unreinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 500 |
| S.Y. |
| 01 |
| A16 |
| Remove 6" to 9" Reinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 250 |
| S.Y. |
| 01 |
| A17 |
| Remove Un-Ref Mass Conc Mass |
| 100 |
| C.Y. |
| 01 |
| A18 |
| Remove, Store, Dispose of or Reinstall Conc Wheel Stops |
| 50 |
| EA |
| 01 |
| A19 |
| Remove Bollard or Sign Post w/ Foundation |
| 25 |
| EA |
| 01 |
| A20 |
| Remove Chain Link Fence, Post, & Accessories |
| 100 |
| L.F. |
| 01 |
| A21. |
| Excavate & Remove Buried Pipe (less than or equal to 18" diameter, min. 15') |
| 50 |
| L.F. |
| 01 |
| A22 |
| Excavate & Remove Buried Pipe (greater than 18" and up to 36" diameter, mnimum 15') |
| 50 |
| L.F. |
| 01 |
| A23 |
| Remove Utility Pole (max 35' tall, exposed) |
| 5 |
| EA |
| 01 |
| A24 |
| Remove Reflective Pavement Marker |
| 250 |
| EA |
| 01 |
| A25 |
| Remove Airfield Rubber Deposits (Chemical, Water Blast, or Detergent) |
| 500 |
| S.Y. |
| 01 |
| A26 |
| Remove Pavement Paint (Water blast or Grind) |
| 200 |
| S.F. |
| 01 |
| A27 |
| Core 4" Concrete w/ Grout Repair, save core sample intact & turn in to C.O. |
| 5 |
| EA |
| 01 |
| A28 |
| Core 6" Asphalt pavement w/ Grout Repair, save core sample intact & turn in to C. O. |
| 5 |
| EA |
| 01 |
| A29 |
| Street Utility Trench Steel Traffic Plate (4'x8' sheet, provide, place, and remove) rental (minimum 3 days) |
| 10 |
| day |
| 01 |
| B01 |
| Scrape & Grade 6' Roadside Shoulder, Remove Excess Soil |
| 200 |
| L.F. |
| 01 |
| B02 |
| Excavate & Rough Grade Road Bed (Minimum 50 C.Y.) |
| 1,000 |
| C.Y. |
| 01 |
| B03 |
| Excavate Open Utility Trench (Minimum 50 C.Y.) |
| 2,000 |
| C.Y. |
| 01 |
| B04 |
| Excavate Utility Trench - Trencher Machine (Minimum 100 L.F.) |
| 500 |
| L.F. |
| 01 |
| B05 |
| Excavate & Grade Swales - max 1.5' Deep (Minimum 30 S.Y.) |
| 2,000 |
| S.Y. |
| 01 |
| B06 |
| Excavate, Shape, & Rough Grade (Minimum 30 C.Y.) |
| 1,500 |
| C.Y. |
| 01 |
| B07 |
| Finish Surface Grading (Minimum 200 S.Y.) |
| 2,500 |
| S.Y. |
| 01 |
| B08 |
| Backfill Utility Trench (Minimum 100 S.Y.) |
| 1,000 |
| S.Y. |
| 01 |
| B09 |
| Backfill Utility Trench & Compact in 6" Lifts (Minimum 100 S.Y.) |
| 750 |
| S.Y. |
| 01 |
| B10 |
| Compact Existing Soil in situ (Minimum 200 C.Y.) |
| 5,000 |
| S.Y. |
| 01 |
| B11 |
| Backfill Open Excavation & Compact in 6-inch Lifts (Minimum 20 C.Y.) |
| 450 |
| C.Y. |
| 01 |
| B12 |
| Excavation with Hand Tools - Shovels, Picks, Tamping Bar, etc (Minimum 10 C.Y.) |
| 100 |
| C.Y. |
| 01 |
| B13 |
| FDEP "NOI" Application Fee and Administration |
| 10 |
| EA |
| 01 |
| C01 |
| 6-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 3,500 |
| S.Y. |
| 01 |
| C02 |
| 12-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 1,500 |
| S.Y. |
| 01 |
| C03 |
| Place 6-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 2,000 |
| S.Y. |
| 01 |
| C04 |
| Place 9-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 1,000 |
| S.Y. |
| 01 |
| C05 |
| Tack Coat (Minimum 1000 SY ) |
| 30,000 |
| S.Y. |
| 01 |
| C06 |
| Prime Coat (Minimum 500 SY ) |
| 2,000 |
| S.Y. |
| 01 |
| C07 |
| Asphaltic Conc. Type 3 Leveling Course (Minimum 10 Tons ) |
| 200 |
| Ton |
| 01 |
| C08 |
| Superpave Asphaltic Conc. SP-9.5; 1.0" to 1.5" (Minimum 20 Ton) |
| 900 |
| Ton |
| 01 |
| C09 |
| Superpave Asphaltic Conc. SP-12.5; 1.5 to 2.5" (Minimum 20 Ton) |
| 2,000 |
| Ton |
| 01 |
| C10 |
| Superpave Asphaltic Conc. SP-19.0; 2.0" to 3.0" (Minimum 20 Ton) |
| 300 |
| Ton |
| 01 |
| C11 |
| Asphalt Pavement Seal Coat (Minimum 1000 SY ) |
| 15,000 |
| S.Y. |
| 01 |
| C12 |
| Fluid Applied Asphalt Joint or Crack Seal (Minimum 200 LF ) |
| 750 |
| L.F. |
| 01 |
| C13 |
| Clean, Face Prep, & Reseal Conc. Pavement Joint (Minimum 200 L.F. ) |
| 500 |
| L.F. |
| 01 |
| C14 |
| Polymer Modified Asphalt/Pavement Reinforcing Fabric (Minimum 500 SF ) |
| 6,500 |
| S.Y. |
| 01 |
| D01 |
| Curb or Curb/-Gutter (Type A thru F) w/ Saw Joints |
| 500 |
| L.F. |
| 01 |
| D02 |
| Curb Cut - 12" wide |
| 50 |
| EA |
| 01 |
| D03 |
| Sidewalk, 4" Thick w/ Saw Joints |
| 2,500 |
| S.F. |
| 01 |
| D04 |
| Sidewalk Curb Ramp Dual Flare Edge (FDOT index 304) |
| 10 |
| EA |
| 01 |
| D05 |
| Synthetic Fiber Reinforcement, per CY of Concrete |
| 50 |
| C.Y. |
| 01 |
| D06 |
| Reinforcement WWF 6X6 W2.9XW2.9 & Placement or Approved Equal |
| 800 |
| S.F. |
| 01 |
| D07 |
| Conc. Reinforcement Bar & Placement |
| 5,000 |
| Lb |
| 01 |
| D08 |
| Conc. Compression Strength 3,000 psi w/ formwork |
| 70 |
| C.Y. |
| 01 |
| D09 |
| Conc. Flexural Strength 650 psi w/ formwork |
| 40 |
| C.Y. |
| 01 |
| D10 |
| 3/4" Isolation Joint in New Concrete |
| 500 |
| L.F. |
| 01 |
| D11 |
| Seal Conc. Joint |
| 400 |
| L.F. |
| 01 |
| D12 |
| Flowable Fill - Excavatable |
| 20 |
| C.Y. |
| 01 |
| D13 |
| Detectable Warning Surface at Sidewalk for the Disabled (Retrofit Installation) |
| 50 |
| SF |
| 01 |
| D14 |
| Detectable Warning Surface at Sidewalk for the Disabled (New Work) |
| 50 |
| SF |
| 01 |
| E01 |
| Reflective Pavement Marker (FDOT Spec 706) |
| 1,500 |
| EA |
| 01 |
| E02 |
| Reflective Beads in Traffic Paint, FS TT-B-1325, Type I, Gradation A |
| 5,000 |
| S.F. |
| 01 |
| E03 |
| Paint 4" Traffic Stripe |
| 20,000 |
| L.F. |
| 01 |
| E04 |
| Paint 6" Traffic Stripe |
| 5,000 |
| L.F. |
| 01 |
| E05 |
| Paint 18" Chevron Stripe |
| 700 |
| L.F. |
| 01 |
| E06 |
| Paint 24" Stop Bar |
| 350 |
| L.F. |
| 01 |
| E07 |
| Paint Crosswalk Stripe (Index 17346) |
| 110 |
| BAR |
| 01 |
| E08 |
| Paint Traffic Arrows (Index 17346) |
| 350 |
| S.F. |
| 01 |
| E09 |
| Paint 2' High Letters (per letter) |
| 100 |
| EA |
| 01 |
| E10 |
| Paint 3' Accessible Parking Logo (Index 17346) |
| 70 |
| EA |
| 01 |
| E11 |
| Paint 8' High Letters (Index 17346) |
| 40 |
| EA |
| 01 |
| E12 |
| Miscellanies Traffic Pavement Markings |
| 100 |
| S.F. |
| 01 |
| E13 |
| Paint 6" Reflective Airfield Stripe |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 01 |
| E14 |
| Paint Airfield Marking, Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 01 |
| E15 |
| Paint Airfield Marking, Non-reflective (FS TT-P-1952) |
| 20,000 |
| S.F. |
| 01 |
| E16 |
| Paint Airfield Marking, Black (FS TT-P-1952) |
| 10,000 |
| S.F. |
| 01 |
| E17 |
| Paint Airfield Letter 30'X10', 2.5' Stripe , Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 01 |
| F01 |
| 6" DI MJ Compact Fitting W/ Anchor Gland |
| 2 |
| EA |
| 01 |
| F02 |
| 6" Ductile Iron Pipe (Min 20 LF) |
| 50 |
| L.F. |
| 01 |
| F03 |
| Pipe, 4 to 6 inch PVC C-900, DR 18 (Min 20 LF) |
| 110 |
| L.F. |
| 01 |
| F04 |
| Pipe, 8 to 12 inch PVC C-900, DR 18 (Min 20 LF) |
| 100 |
| L.F. |
| 01 |
| F05 |
| 6"-12" Mainline X 6" Tapping Saddle & Valve w/ Valve Box |
| 2 |
| EA |
| 01 |
| F06 |
| 6" RS Gate Valve W/ Valve Box |
| 2 |
| EA |
| 01 |
| F07 |
| Salvage In Service Fire Hydrant (Store for reinstallation) |
| 3 |
| EA |
| 01 |
| F08 |
| Install Government Furninshed or Salvaged Fire Hydrant |
| 3 |
| EA |
| 01 |
| F09 |
| Supply & Install New Fire Hydrant |
| 3 |
| EA |
| 01 |
| F10 |
| Pipe, 4" Perforated HDPE Pipe w/ Sock (Min 20 LF) |
| 125 |
| LF |
| 01 |
| F11 |
| Culvert Pipe, 6", 8", or 12" HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 01 |
| F12 |
| Culvert Pipe, 15" to 18" RCP, ERCP, or HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 01 |
| F13 |
| Culvert Pipe, 24" to 30" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 01 |
| A14 |
| Culvert Pipe, 36" to 42" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 01 |
| A15 |
| Curb Inlet Top, Type 3 or 4 (FDOT Index 210), 5 (FDOT Index 211) or 9 (FDOT index 214) |
| 3 |
| EA |
| 01 |
| A16 |
| Aluminum Skimmer (FDOT Index 240) |
| 15 |
| S.F. |
| 01 |
| A17 |
| Plastic Meter Box |
| 4 |
| EA |
| 01 |
| A18 |
| Traffic Rated Meter Box |
| 4 |
| EA |
| 01 |
| A19 |
| Precast 2'X2'X2' Pull Box Traffic Rated |
| 2 |
| EA |
| 01 |
| A20 |
| Precast Inlet, Type C or D, No Apron (FDOT Index 232) w/ Pipe Conc Collar |
| 2 |
| EA |
| 01 |
| A21. |
| Precast Inlet, Type E or H, No Apron (FDOT Index 232) w/Pipe Conc Collar |
| 2 |
| EA |
| 01 |
| A22 |
| Cast-In-Place Collar |
| 5 |
| C.Y. |
| 01 |
| A23 |
| Concrete Apron for Ditch Bottom Inlet (Type C, D, E, or H, FDOT Index 232) |
| 20 |
| C.Y. |
| 01 |
| A24 |
| Concrete Miter End Section (FDOT Index 272) |
| 18 |
| C.Y. |
| 01 |
| A25 |
| Concrete Flume 2' Wide, 6" Curb Sides, & Breakers (See Detail GZ) |
| 40 |
| L.F. |
| 01 |
| A26 |
| Concrete Weir & Skimmer (See Detail HA) |
| 18 |
| L.F. |
| 01 |
| A27 |
| Manhole Paving Riser Ring 3" Max |
| 15 |
| EA |
| 01 |
| A28 |
| Adjust Valve Box Elevation |
| 5 |
| EA |
| 01 |
| F29 |
| Parking Lot Type Light Pole W/ LPS Fixture, 30' High (FDOT Index 17503) |
| 2 |
| EA |
| 01 |
| F30 |
| 3/4" or 1" Conduit, PVC SCH 80, Underground (min. 60 LF) |
| 250 |
| L.F. |
| 01 |
| F31 |
| #8 AWG Copper Wire |
| 1,000 |
| L.F. |
| 01 |
| F32 |
| Provide Electrical Service Point (FDOT 17721) |
| 2 |
| EA |
| 01 |
| F33 |
| Relocate 40' Light Post & Electric Service, 25' Max |
| 3 |
| EA |
| 01 |
| G01 |
| Ground Traffic Sign w/Type M Channel Post (FDOT index 11860) |
| 5 |
| EA |
| 01 |
| G02 |
| Ground Traffic Sign Column Post w/Slip Base and Footing, (FDOT index 11865) |
| 5 |
| EA |
| 01 |
| G03 |
| Reflector Post and Signs |
| 5 |
| EA |
| 01 |
| G04 |
| 2" Pipe Bollard (See Detail JF) |
| 5 |
| EA |
| 01 |
| G05 |
| 6" Pipe Bollard (See Detail JG) |
| 5 |
| EA |
| 01 |
| G06 |
| Removable 5" Bollard (See Detail JH) |
| 2 |
| EA |
| 01 |
| G07 |
| Dewatering Sys. 6" header w/ wellpoints (7 Days) |
| 150 |
| L.F. |
| 01 |
| G08 |
| Dewatering - Sump & Pump (1 Day) |
| 7 |
| EA |
| 01 |
| G09 |
| White Recycled Plastic Parking Wheel Stop (Index 300) |
| 50 |
| EA |
| 01 |
| G10 |
| Name Plate - Wheel Stop or Curb |
| 25 |
| EA |
| 01 |
| G11 |
| Install Precast Conc Barrier (FDOT index 415) & Remove three months later, maximum |
| 30 |
| EA |
| 01 |
| G12 |
| W-Beam Guardrail, Flared Ends, W/Timber Post @ 6'-3" |
| 100 |
| L.F. |
| 01 |
| G13 |
| Roadside LED Text Message Board (2 day minimum) |
| 5 |
| Day |
| 01 |
| H01 |
| Topsoil w/ Placement and Rough Grade |
| 400 |
| C.Y. |
| 01 |
| H02 |
| Masonry Sand w/ Placement and Rough Grade |
| 500 |
| C.Y. |
| 01 |
| H03 |
| Clean Earth Fill w/ Placement and Rough Grade |
| 1,500 |
| C.Y. |
| 01 |
| H04 |
| Spread & Compact Clean Fill 6" Lifts |
| 750 |
| S.Y. |
| 01 |
| H05 |
| #57 Limestone Gravel |
| 50 |
| C.Y. |
| 01 |
| H06 |
| 1" - 2" River Rock (Grey-Tan Color) |
| 10 |
| C.Y. |
| 01 |
| H07 |
| Seed & Mulch - Bahia, Bermuda Mix w/ Rye in Winter |
| 2,000 |
| S.Y. |
| 01 |
| H08 |
| Bahia Sod |
| 2,000 |
| S.Y. |
| 01 |
| H09 |
| St. Augustine Sod |
| 100 |
| S.Y. |
| 01 |
| H10 |
| Relocate Palm Tree Including Excavation and Backfill |
| 2 |
| EA |
| 01 |
| H11 |
| Eucalyptus Wood Bark Mulch (3" Deep) |
| 1,000 |
| S.Y. |
| 01 |
| H12 |
| Wood Mulch (Dyed Red - 3" Deep) |
| 1,000 |
| S.Y. |
| 01 |
| H13 |
| Sable Palm (8" C.T.) Including Excavation and Backfill |
| 20 |
| EA |
| 01 |
| H14 |
| Riprap 6" thick (broken stone) |
| 20 |
| C.Y. |
| 01 |
| J01 |
| Silt Fence |
| 12,000 |
| L.F. |
| 01 |
| J02 |
| 6' Construction Temp Chain Link Fence, Install & Remove |
| 500 |
| L.F. |
| 01 |
| J03 |
| 6' Chain Link Fence (Index 452) |
| 100 |
| L.F. |
| 01 |
| J04 |
| 7' Chain Link Fence W/ Barbed Wire (Index 452) |
| 100 |
| L.F. |
| 01 |
| J05 |
| 6' Tall Pedestrian Gate |
| 1 |
| EA |
| 01 |
| J06 |
| 7' Tall Fabric, Pedestrian Gate W/ Y Barbed Wire Top |
| 1 |
| EA |
| 01 |
| J07 |
| 6' Tall Fabric, 8' Wide Single Leaf Swing Gate & Post |
| 1 |
| EA |
| 01 |
| J08 |
| 7' Tall Fabric, 10' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 01 |
| J09 |
| 7' Tall Fabric, 12' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 01 |
| J10 |
| 7' Tall Fabric, 12' to 25' Opening Horiz. Slide Gate & Post W/ Y Barbed Wire (Index 453) |
| 20 |
| L.F. |
| 01 |
| J11 |
| Fence Grounding Rod Assembly |
| 10 |
| EA |
| 01 |
| K01 |
| Potable Water - Pressure |
| 2 |
| EA |
| 01 |
| K02 |
| AWWA C-651 - Potable Water Bacteria ( 2 each location) |
| 2 |
| EA |
| 01 |
| K03 |
| AASHTO T84 - Sieve Analysis Fine & Course Aggregate |
| 5 |
| EA |
| 01 |
| K04 |
| ASTM D 422 - Soil Sieve Analysis |
| 5 |
| EA |
| 01 |
| K05 |
| ASTM D 1140 Percentage Passing #200 Sieve |
| 5 |
| EA |
| 01 |
| K06 |
| ASTM D 1557 or AASHTO T180 Modified Proctor Density |
| 10 |
| EA |
| 01 |
| K07 |
| ASTM 698 or AASHTO T 99 Method C Soil Density |
| 15 |
| EA |
| 01 |
| K08 |
| FM 5-515 - Limerock Bearing Ratio (LBR) |
| 2 |
| EA |
| 01 |
| K09 |
| FM 1-T 238 - Density of Soil & Bituminous Conc. |
| 20 |
| EA |
| 01 |
| K10 |
| ASTM D 2726 - Asphalt Core Density |
| 2 |
| EA |
| 01 |
| K11 |
| ASTM C 173 - Concrete Air Content |
| 2 |
| EA |
| 01 |
| K12 |
| ASTM C 143 Concrete Slump |
| 10 |
| EA |
| 01 |
| K13 |
| ASTM C-109 - Cube Compression Strength (Set of 3) |
| 2 |
| EA |
| 01 |
| K14 |
| ASTM C-39 - Cylinder Compression Strength (Set of 3) |
| 5 |
| EA |
| 01 |
| K15 |
| ASTM C-31 - Flexural Strength (Set of 3) |
| 2 |
| EA |
Non-Priced Line Items
1-NPLI-1
1-NPLI-2
1-NPLI-3
1-NPLI-4
CONTRACT YEAR 2 (1 OCTOBER 2012 – 30 SEPTEMBER 2013)
| ITEM # |
| DESCRIPTION |
| QTY |
| UNIT |
| Prices |
| 2 |
| A01 |
| Clearing Ground Cover Vegetation, 3" dia & less |
| 1 |
| Acre |
| 2 |
| A02 |
| Tree Removal and Disposal (3" to 12") |
| 15 |
| EA |
| 2 |
| A03 |
| Application of Herbicide |
| 15 |
| Gal |
| 2 |
| A04 |
| Remove, Salvage and Stock Pile Top Soil |
| 200 |
| C.Y. |
| 2 |
| A05 |
| Load, Haul, Dump - Excavated, Borrow/Loose Material, 5-mile Rnd Trip |
| 200 |
| C.Y. |
| 2 |
| A06 |
| Haul, Excavated, Borrow/Loose Material, per mile |
| 200 |
| C.Y. |
| 2 |
| A07 |
| Remove Asphalt Pavement Surface to 4" |
| 1,000 |
| S.Y. |
| 2 |
| A08 |
| Excavate Existing Roadway Base |
| 200 |
| C.Y. |
| 2 |
| A09 |
| Mill Asphalt Paving and Incidental Concrete ( 1" to 3") |
| 35,000 |
| S.Y. |
| 2 |
| A10 |
| Remove Catch Basin |
| 4 |
| EA |
| 2 |
| A11 |
| Remove Curb Inlet (FDOT Index 210 or equivalent) |
| 4 |
| EA |
| 2 |
| A12 |
| Saw Cut Asphalt Pavement up to 6-inches Deep |
| 700 |
| L.F. |
| 2 |
| A13 |
| Sawcut and Remove Conc. Curb & Gutter (Type A thru F), of Flume (4'x8") |
| 300 |
| L.F. |
| 2 |
| A14 |
| Sawcut and Remove Conc Sidewalk |
| 500 |
| S.F. |
| 2 |
| A15 |
| Remove 6" to 9" Unreinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 500 |
| S.Y. |
| 2 |
| A16 |
| Remove 6" to 9" Reinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 250 |
| S.Y. |
| 2 |
| A17 |
| Remove Un-Ref Mass Conc Mass |
| 100 |
| C.Y. |
| 2 |
| A18 |
| Remove, Store, Dispose of or Reinstall Conc Wheel Stops |
| 50 |
| EA |
| 2 |
| A19 |
| Remove Bollard or Sign Post w/ Foundation |
| 25 |
| EA |
| 2 |
| A20 |
| Remove Chain Link Fence, Post, & Accessories |
| 100 |
| L.F. |
| 2 |
| A21. |
| Excavate & Remove Buried Pipe (less than or equal to 18" diameter, min. 15') |
| 50 |
| L.F. |
| 2 |
| A22 |
| Excavate & Remove Buried Pipe (greater than 18" and up to 36" diameter, mnimum 15') |
| 50 |
| L.F. |
| 2 |
| A23 |
| Remove Utility Pole (max 35' tall, exposed) |
| 5 |
| EA |
| 2 |
| A24 |
| Remove Reflective Pavement Marker |
| 250 |
| EA |
| 2 |
| A25 |
| Remove Airfield Rubber Deposits (Chemical, Water Blast, or Detergent) |
| 500 |
| S.Y. |
| 2 |
| A26 |
| Remove Pavement Paint (Water blast or Grind) |
| 200 |
| S.F. |
| 2 |
| A27 |
| Core 4" Concrete w/ Grout Repair, save core sample intact & turn in to C.O. |
| 5 |
| EA |
| 2 |
| A28 |
| Core 6" Asphalt pavement w/ Grout Repair, save core sample intact & turn in to C. O. |
| 5 |
| EA |
| 2 |
| A29 |
| Street Utility Trench Steel Traffic Plate (4'x8' sheet, provide, place, and remove) rental (minimum 3 days) |
| 10 |
| day |
| 2 |
| B01 |
| Scrape & Grade 6' Roadside Shoulder, Remove Excess Soil |
| 200 |
| L.F. |
| 2 |
| B02 |
| Excavate & Rough Grade Road Bed (Minimum 50 C.Y.) |
| 1,000 |
| C.Y. |
| 2 |
| B03 |
| Excavate Open Utility Trench (Minimum 50 C.Y.) |
| 2,000 |
| C.Y. |
| 2 |
| B04 |
| Excavate Utility Trench - Trencher Machine (Minimum 100 L.F.) |
| 500 |
| L.F. |
| 2 |
| B05 |
| Excavate & Grade Swales - max 1.5' Deep (Minimum 30 S.Y.) |
| 2,000 |
| S.Y. |
| 2 |
| B06 |
| Excavate, Shape, & Rough Grade (Minimum 30 C.Y.) |
| 1,500 |
| C.Y. |
| 2 |
| B07 |
| Finish Surface Grading (Minimum 200 S.Y.) |
| 2,500 |
| S.Y. |
| 2 |
| B08 |
| Backfill Utility Trench (Minimum 100 S.Y.) |
| 1,000 |
| S.Y. |
| 2 |
| B09 |
| Backfill Utility Trench & Compact in 6" Lifts (Minimum 100 S.Y.) |
| 750 |
| S.Y. |
| 2 |
| B10 |
| Compact Existing Soil in situ (Minimum 200 C.Y.) |
| 5,000 |
| S.Y. |
| 2 |
| B11 |
| Backfill Open Excavation & Compact in 6-inch Lifts (Minimum 20 C.Y.) |
| 450 |
| C.Y. |
| 2 |
| B12 |
| Excavation with Hand Tools - Shovels, Picks, Tamping Bar, etc (Minimum 10 C.Y.) |
| 100 |
| C.Y. |
| 2 |
| B13 |
| FDEP "NOI" Application Fee and Administration |
| 10 |
| EA |
| 2 |
| C01 |
| 6-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 3,500 |
| S.Y. |
| 2 |
| C02 |
| 12-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 1,500 |
| S.Y. |
| 2 |
| C03 |
| Place 6-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 2,000 |
| S.Y. |
| 2 |
| C04 |
| Place 9-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 1,000 |
| S.Y. |
| 2 |
| C05 |
| Tack Coat (Minimum 1000 SY ) |
| 30,000 |
| S.Y. |
| 2 |
| C06 |
| Prime Coat (Minimum 500 SY ) |
| 2,000 |
| S.Y. |
| 2 |
| C07 |
| Asphaltic Conc. Type 3 Leveling Course (Minimum 10 Tons ) |
| 200 |
| Ton |
| 2 |
| C08 |
| Superpave Asphaltic Conc. SP-9.5; 1.0" to 1.5" (Minimum 20 Ton) |
| 900 |
| Ton |
| 2 |
| C09 |
| Superpave Asphaltic Conc. SP-12.5; 1.5 to 2.5" (Minimum 20 Ton) |
| 2,000 |
| Ton |
| 2 |
| C10 |
| Superpave Asphaltic Conc. SP-19.0; 2.0" to 3.0" (Minimum 20 Ton) |
| 300 |
| Ton |
| 2 |
| C11 |
| Asphalt Pavement Seal Coat (Minimum 1000 SY ) |
| 15,000 |
| S.Y. |
| 2 |
| C12 |
| Fluid Applied Asphalt Joint or Crack Seal (Minimum 200 LF ) |
| 750 |
| L.F. |
| 2 |
| C13 |
| Clean, Face Prep, & Reseal Conc. Pavement Joint (Minimum 200 L.F. ) |
| 500 |
| L.F. |
| 2 |
| C14 |
| Polymer Modified Asphalt/Pavement Reinforcing Fabric (Minimum 500 SF ) |
| 6,500 |
| S.Y. |
| 2 |
| D01 |
| Curb or Curb/-Gutter (Type A thru F) w/ Saw Joints |
| 500 |
| L.F. |
| 2 |
| D02 |
| Curb Cut - 12" wide |
| 50 |
| EA |
| 2 |
| D03 |
| Sidewalk, 4" Thick w/ Saw Joints |
| 2,500 |
| S.F. |
| 2 |
| D04 |
| Sidewalk Curb Ramp Dual Flare Edge (FDOT index 304) |
| 10 |
| EA |
| 2 |
| D05 |
| Synthetic Fiber Reinforcement, per CY of Concrete |
| 50 |
| C.Y. |
| 2 |
| D06 |
| Reinforcement WWF 6X6 W2.9XW2.9 & Placement or Approved Equal |
| 800 |
| S.F. |
| 2 |
| D07 |
| Conc. Reinforcement Bar & Placement |
| 5,000 |
| Lb |
| 2 |
| D08 |
| Conc. Compression Strength 3,000 psi w/ formwork |
| 70 |
| C.Y. |
| 2 |
| D09 |
| Conc. Flexural Strength 650 psi w/ formwork |
| 40 |
| C.Y. |
| 2 |
| D10 |
| 3/4" Isolation Joint in New Concrete |
| 500 |
| L.F. |
| 2 |
| D11 |
| Seal Conc. Joint |
| 400 |
| L.F. |
| 2 |
| D12 |
| Flowable Fill - Excavatable |
| 20 |
| C.Y. |
| 2 |
| D13 |
| Detectable Warning Surface at Sidewalk for the Disabled (Retrofit Installation) |
| 50 |
| SF |
| 2 |
| D14 |
| Detectable Warning Surface at Sidewalk for the Disabled (New Work) |
| 50 |
| SF |
| 2 |
| E01 |
| Reflective Pavement Marker (FDOT Spec 706) |
| 1,500 |
| EA |
| 2 |
| E02 |
| Reflective Beads in Traffic Paint, FS TT-B-1325, Type I, Gradation A |
| 5,000 |
| S.F. |
| 2 |
| E03 |
| Paint 4" Traffic Stripe |
| 20,000 |
| L.F. |
| 2 |
| E04 |
| Paint 6" Traffic Stripe |
| 5,000 |
| L.F. |
| 2 |
| E05 |
| Paint 18" Chevron Stripe |
| 700 |
| L.F. |
| 2 |
| E06 |
| Paint 24" Stop Bar |
| 350 |
| L.F. |
| 2 |
| E07 |
| Paint Crosswalk Stripe (Index 17346) |
| 110 |
| BAR |
| 2 |
| E08 |
| Paint Traffic Arrows (Index 17346) |
| 350 |
| S.F. |
| 2 |
| E09 |
| Paint 2' High Letters (per letter) |
| 100 |
| EA |
| 2 |
| E10 |
| Paint 3' Accessible Parking Logo (Index 17346) |
| 70 |
| EA |
| 2 |
| E11 |
| Paint 8' High Letters (Index 17346) |
| 40 |
| EA |
| 2 |
| E12 |
| Miscellanies Traffic Pavement Markings |
| 100 |
| S.F. |
| 2 |
| E13 |
| Paint 6" Reflective Airfield Stripe |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 2 |
| E14 |
| Paint Airfield Marking, Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 2 |
| E15 |
| Paint Airfield Marking, Non-reflective (FS TT-P-1952) |
| 20,000 |
| S.F. |
| 2 |
| E16 |
| Paint Airfield Marking, Black (FS TT-P-1952) |
| 10,000 |
| S.F. |
| 2 |
| E17 |
| Paint Airfield Letter 30'X10', 2.5' Stripe , Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 2 |
| F01 |
| 6" DI MJ Compact Fitting W/ Anchor Gland |
| 2 |
| EA |
| 2 |
| F02 |
| 6" Ductile Iron Pipe (Min 20 LF) |
| 50 |
| L.F. |
| 2 |
| F03 |
| Pipe, 4 to 6 inch PVC C-900, DR 18 (Min 20 LF) |
| 110 |
| L.F. |
| 2 |
| F04 |
| Pipe, 8 to 12 inch PVC C-900, DR 18 (Min 20 LF) |
| 100 |
| L.F. |
| 2 |
| F05 |
| 6"-12" Mainline X 6" Tapping Saddle & Valve w/ Valve Box |
| 2 |
| EA |
| 2 |
| F06 |
| 6" RS Gate Valve W/ Valve Box |
| 2 |
| EA |
| 2 |
| F07 |
| Salvage In Service Fire Hydrant (Store for reinstallation) |
| 3 |
| EA |
| 2 |
| F08 |
| Install Government Furninshed or Salvaged Fire Hydrant |
| 3 |
| EA |
| 2 |
| F09 |
| Supply & Install New Fire Hydrant |
| 3 |
| EA |
| 2 |
| F10 |
| Pipe, 4" Perforated HDPE Pipe w/ Sock (Min 20 LF) |
| 125 |
| LF |
| 2 |
| F11 |
| Culvert Pipe, 6", 8", or 12" HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 2 |
| F12 |
| Culvert Pipe, 15" to 18" RCP, ERCP, or HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 2 |
| F13 |
| Culvert Pipe, 24" to 30" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 2 |
| A14 |
| Culvert Pipe, 36" to 42" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 2 |
| A15 |
| Curb Inlet Top, Type 3 or 4 (FDOT Index 210), 5 (FDOT Index 211) or 9 (FDOT index 214) |
| 3 |
| EA |
| 2 |
| A16 |
| Aluminum Skimmer (FDOT Index 240) |
| 15 |
| S.F. |
| 2 |
| A17 |
| Plastic Meter Box |
| 4 |
| EA |
| 2 |
| A18 |
| Traffic Rated Meter Box |
| 4 |
| EA |
| 2 |
| A19 |
| Precast 2'X2'X2' Pull Box Traffic Rated |
| 2 |
| EA |
| 2 |
| A20 |
| Precast Inlet, Type C or D, No Apron (FDOT Index 232) w/ Pipe Conc Collar |
| 2 |
| EA |
| 2 |
| A21. |
| Precast Inlet, Type E or H, No Apron (FDOT Index 232) w/Pipe Conc Collar |
| 2 |
| EA |
| 2 |
| A22 |
| Cast-In-Place Collar |
| 5 |
| C.Y. |
| 2 |
| A23 |
| Concrete Apron for Ditch Bottom Inlet (Type C, D, E, or H, FDOT Index 232) |
| 20 |
| C.Y. |
| 2 |
| A24 |
| Concrete Miter End Section (FDOT Index 272) |
| 18 |
| C.Y. |
| 2 |
| A25 |
| Concrete Flume 2' Wide, 6" Curb Sides, & Breakers (See Detail GZ) |
| 40 |
| L.F. |
| 2 |
| A26 |
| Concrete Weir & Skimmer (See Detail HA) |
| 18 |
| L.F. |
| 2 |
| A27 |
| Manhole Paving Riser Ring 3" Max |
| 15 |
| EA |
| 2 |
| A28 |
| Adjust Valve Box Elevation |
| 5 |
| EA |
| 2 |
| F29 |
| Parking Lot Type Light Pole W/ LPS Fixture, 30' High (FDOT Index 17503) |
| 2 |
| EA |
| 2 |
| F30 |
| 3/4" or 1" Conduit, PVC SCH 80, Underground (min. 60 LF) |
| 250 |
| L.F. |
| 2 |
| F31 |
| #8 AWG Copper Wire |
| 1,000 |
| L.F. |
| 2 |
| F32 |
| Provide Electrical Service Point (FDOT 17721) |
| 2 |
| EA |
| 2 |
| F33 |
| Relocate 40' Light Post & Electric Service, 25' Max |
| 3 |
| EA |
| 2 |
| G01 |
| Ground Traffic Sign w/Type M Channel Post (FDOT index 11860) |
| 5 |
| EA |
| 2 |
| G02 |
| Ground Traffic Sign Column Post w/Slip Base and Footing, (FDOT index 11865) |
| 5 |
| EA |
| 2 |
| G03 |
| Reflector Post and Signs |
| 5 |
| EA |
| 2 |
| G04 |
| 2" Pipe Bollard (See Detail JF) |
| 5 |
| EA |
| 2 |
| G05 |
| 6" Pipe Bollard (See Detail JG) |
| 5 |
| EA |
| 2 |
| G06 |
| Removable 5" Bollard (See Detail JH) |
| 2 |
| EA |
| 2 |
| G07 |
| Dewatering Sys. 6" header w/ wellpoints (7 Days) |
| 150 |
| L.F. |
| 2 |
| G08 |
| Dewatering - Sump & Pump (1 Day) |
| 7 |
| EA |
| 2 |
| G09 |
| White Recycled Plastic Parking Wheel Stop (Index 300) |
| 50 |
| EA |
| 2 |
| G10 |
| Name Plate - Wheel Stop or Curb |
| 25 |
| EA |
| 2 |
| G11 |
| Install Precast Conc Barrier (FDOT index 415) & Remove three months later, maximum |
| 30 |
| EA |
| 2 |
| G12 |
| W-Beam Guardrail, Flared Ends, W/Timber Post @ 6'-3" |
| 100 |
| L.F. |
| 2 |
| G13 |
| Roadside LED Text Message Board (2 day minimum) |
| 5 |
| Day |
| 2 |
| H01 |
| Topsoil w/ Placement and Rough Grade |
| 400 |
| C.Y. |
| 2 |
| H02 |
| Masonry Sand w/ Placement and Rough Grade |
| 500 |
| C.Y. |
| 2 |
| H03 |
| Clean Earth Fill w/ Placement and Rough Grade |
| 1,500 |
| C.Y. |
| 2 |
| H04 |
| Spread & Compact Clean Fill 6" Lifts |
| 750 |
| S.Y. |
| 2 |
| H05 |
| #57 Limestone Gravel |
| 50 |
| C.Y. |
| 2 |
| H06 |
| 1" - 2" River Rock (Grey-Tan Color) |
| 10 |
| C.Y. |
| 2 |
| H07 |
| Seed & Mulch - Bahia, Bermuda Mix w/ Rye in Winter |
| 2,000 |
| S.Y. |
| 2 |
| H08 |
| Bahia Sod |
| 2,000 |
| S.Y. |
| 2 |
| H09 |
| St. Augustine Sod |
| 100 |
| S.Y. |
| 2 |
| H10 |
| Relocate Palm Tree Including Excavation and Backfill |
| 2 |
| EA |
| 2 |
| H11 |
| Eucalyptus Wood Bark Mulch (3" Deep) |
| 1,000 |
| S.Y. |
| 2 |
| H12 |
| Wood Mulch (Dyed Red - 3" Deep) |
| 1,000 |
| S.Y. |
| 2 |
| H13 |
| Sable Palm (8" C.T.) Including Excavation and Backfill |
| 20 |
| EA |
| 2 |
| H14 |
| Riprap 6" thick (broken stone) |
| 20 |
| C.Y. |
| 2 |
| J01 |
| Silt Fence |
| 12,000 |
| L.F. |
| 2 |
| J02 |
| 6' Construction Temp Chain Link Fence, Install & Remove |
| 500 |
| L.F. |
| 2 |
| J03 |
| 6' Chain Link Fence (Index 452) |
| 100 |
| L.F. |
| 2 |
| J04 |
| 7' Chain Link Fence W/ Barbed Wire (Index 452) |
| 100 |
| L.F. |
| 2 |
| J05 |
| 6' Tall Pedestrian Gate |
| 1 |
| EA |
| 2 |
| J06 |
| 7' Tall Fabric, Pedestrian Gate W/ Y Barbed Wire Top |
| 1 |
| EA |
| 2 |
| J07 |
| 6' Tall Fabric, 8' Wide Single Leaf Swing Gate & Post |
| 1 |
| EA |
| 2 |
| J08 |
| 7' Tall Fabric, 10' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 2 |
| J09 |
| 7' Tall Fabric, 12' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 2 |
| J10 |
| 7' Tall Fabric, 12' to 25' Opening Horiz. Slide Gate & Post W/ Y Barbed Wire (Index 453) |
| 20 |
| L.F. |
| 2 |
| J11 |
| Fence Grounding Rod Assembly |
| 10 |
| EA |
| 2 |
| K01 |
| Potable Water - Pressure |
| 2 |
| EA |
| 2 |
| K02 |
| AWWA C-651 - Potable Water Bacteria ( 2 each location) |
| 2 |
| EA |
| 2 |
| K03 |
| AASHTO T84 - Sieve Analysis Fine & Course Aggregate |
| 5 |
| EA |
| 2 |
| K04 |
| ASTM D 422 - Soil Sieve Analysis |
| 5 |
| EA |
| 2 |
| K05 |
| ASTM D 1140 Percentage Passing #200 Sieve |
| 5 |
| EA |
| 2 |
| K06 |
| ASTM D 1557 or AASHTO T180 Modified Proctor Density |
| 10 |
| EA |
| 2 |
| K07 |
| ASTM 698 or AASHTO T 99 Method C Soil Density |
| 15 |
| EA |
| 2 |
| K08 |
| FM 5-515 - Limerock Bearing Ratio (LBR) |
| 2 |
| EA |
| 2 |
| K09 |
| FM 1-T 238 - Density of Soil & Bituminous Conc. |
| 20 |
| EA |
| 2 |
| K10 |
| ASTM D 2726 - Asphalt Core Density |
| 2 |
| EA |
| 2 |
| K11 |
| ASTM C 173 - Concrete Air Content |
| 2 |
| EA |
| 2 |
| K12 |
| ASTM C 143 Concrete Slump |
| 10 |
| EA |
| 2 |
| K13 |
| ASTM C-109 - Cube Compression Strength (Set of 3) |
| 2 |
| EA |
| 2 |
| K14 |
| ASTM C-39 - Cylinder Compression Strength (Set of 3) |
| 5 |
| EA |
| 2 |
| K15 |
| ASTM C-31 - Flexural Strength (Set of 3) |
| 2 |
| EA |
Non-Priced Line Items
2-NPLI-1
2-NPLI-2
2-NPLI-3
2-NPLI-4
CONTRACT YEAR 3 (1 OCTOBER 2013 – 30 SEPTEMBER 2014)
| ITEM # |
| DESCRIPTION |
| QTY |
| UNIT |
| Prices |
| 3 |
| A01 |
| Clearing Ground Cover Vegetation, 3" dia & less |
| 1 |
| Acre |
| 3 |
| A02 |
| Tree Removal and Disposal (3" to 12") |
| 15 |
| EA |
| 3 |
| A03 |
| Application of Herbicide |
| 15 |
| Gal |
| 3 |
| A04 |
| Remove, Salvage and Stock Pile Top Soil |
| 200 |
| C.Y. |
| 3 |
| A05 |
| Load, Haul, Dump - Excavated, Borrow/Loose Material, 5-mile Rnd Trip |
| 200 |
| C.Y. |
| 3 |
| A06 |
| Haul, Excavated, Borrow/Loose Material, per mile |
| 200 |
| C.Y. |
| 3 |
| A07 |
| Remove Asphalt Pavement Surface to 4" |
| 1,000 |
| S.Y. |
| 3 |
| A08 |
| Excavate Existing Roadway Base |
| 200 |
| C.Y. |
| 3 |
| A09 |
| Mill Asphalt Paving and Incidental Concrete ( 1" to 3") |
| 35,000 |
| S.Y. |
| 3 |
| A10 |
| Remove Catch Basin |
| 4 |
| EA |
| 3 |
| A11 |
| Remove Curb Inlet (FDOT Index 210 or equivalent) |
| 4 |
| EA |
| 3 |
| A12 |
| Saw Cut Asphalt Pavement up to 6-inches Deep |
| 700 |
| L.F. |
| 3 |
| A13 |
| Sawcut and Remove Conc. Curb & Gutter (Type A thru F), of Flume (4'x8") |
| 300 |
| L.F. |
| 3 |
| A14 |
| Sawcut and Remove Conc Sidewalk |
| 500 |
| S.F. |
| 3 |
| A15 |
| Remove 6" to 9" Unreinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 500 |
| S.Y. |
| 3 |
| A16 |
| Remove 6" to 9" Reinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 250 |
| S.Y. |
| 3 |
| A17 |
| Remove Un-Ref Mass Conc Mass |
| 100 |
| C.Y. |
| 3 |
| A18 |
| Remove, Store, Dispose of or Reinstall Conc Wheel Stops |
| 50 |
| EA |
| 3 |
| A19 |
| Remove Bollard or Sign Post w/ Foundation |
| 25 |
| EA |
| 3 |
| A20 |
| Remove Chain Link Fence, Post, & Accessories |
| 100 |
| L.F. |
| 3 |
| A21. |
| Excavate & Remove Buried Pipe (less than or equal to 18" diameter, min. 15') |
| 50 |
| L.F. |
| 3 |
| A22 |
| Excavate & Remove Buried Pipe (greater than 18" and up to 36" diameter, mnimum 15') |
| 50 |
| L.F. |
| 3 |
| A23 |
| Remove Utility Pole (max 35' tall, exposed) |
| 5 |
| EA |
| 3 |
| A24 |
| Remove Reflective Pavement Marker |
| 250 |
| EA |
| 3 |
| A25 |
| Remove Airfield Rubber Deposits (Chemical, Water Blast, or Detergent) |
| 500 |
| S.Y. |
| 3 |
| A26 |
| Remove Pavement Paint (Water blast or Grind) |
| 200 |
| S.F. |
| 3 |
| A27 |
| Core 4" Concrete w/ Grout Repair, save core sample intact & turn in to C.O. |
| 5 |
| EA |
| 3 |
| A28 |
| Core 6" Asphalt pavement w/ Grout Repair, save core sample intact & turn in to C. O. |
| 5 |
| EA |
| 3 |
| A29 |
| Street Utility Trench Steel Traffic Plate (4'x8' sheet, provide, place, and remove) rental (minimum 3 days) |
| 10 |
| day |
| 3 |
| B01 |
| Scrape & Grade 6' Roadside Shoulder, Remove Excess Soil |
| 200 |
| L.F. |
| 3 |
| B02 |
| Excavate & Rough Grade Road Bed (Minimum 50 C.Y.) |
| 1,000 |
| C.Y. |
| 3 |
| B03 |
| Excavate Open Utility Trench (Minimum 50 C.Y.) |
| 2,000 |
| C.Y. |
| 3 |
| B04 |
| Excavate Utility Trench - Trencher Machine (Minimum 100 L.F.) |
| 500 |
| L.F. |
| 3 |
| B05 |
| Excavate & Grade Swales - max 1.5' Deep (Minimum 30 S.Y.) |
| 2,000 |
| S.Y. |
| 3 |
| B06 |
| Excavate, Shape, & Rough Grade (Minimum 30 C.Y.) |
| 1,500 |
| C.Y. |
| 3 |
| B07 |
| Finish Surface Grading (Minimum 200 S.Y.) |
| 2,500 |
| S.Y. |
| 3 |
| B08 |
| Backfill Utility Trench (Minimum 100 S.Y.) |
| 1,000 |
| S.Y. |
| 3 |
| B09 |
| Backfill Utility Trench & Compact in 6" Lifts (Minimum 100 S.Y.) |
| 750 |
| S.Y. |
| 3 |
| B10 |
| Compact Existing Soil in situ (Minimum 200 C.Y.) |
| 5,000 |
| S.Y. |
| 3 |
| B11 |
| Backfill Open Excavation & Compact in 6-inch Lifts (Minimum 20 C.Y.) |
| 450 |
| C.Y. |
| 3 |
| B12 |
| Excavation with Hand Tools - Shovels, Picks, Tamping Bar, etc (Minimum 10 C.Y.) |
| 100 |
| C.Y. |
| 3 |
| B13 |
| FDEP "NOI" Application Fee and Administration |
| 10 |
| EA |
| 3 |
| C01 |
| 6-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 3,500 |
| S.Y. |
| 3 |
| C02 |
| 12-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 1,500 |
| S.Y. |
| 3 |
| C03 |
| Place 6-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 2,000 |
| S.Y. |
| 3 |
| C04 |
| Place 9-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 1,000 |
| S.Y. |
| 3 |
| C05 |
| Tack Coat (Minimum 1000 SY ) |
| 30,000 |
| S.Y. |
| 3 |
| C06 |
| Prime Coat (Minimum 500 SY ) |
| 2,000 |
| S.Y. |
| 3 |
| C07 |
| Asphaltic Conc. Type 3 Leveling Course (Minimum 10 Tons ) |
| 200 |
| Ton |
| 3 |
| C08 |
| Superpave Asphaltic Conc. SP-9.5; 1.0" to 1.5" (Minimum 20 Ton) |
| 900 |
| Ton |
| 3 |
| C09 |
| Superpave Asphaltic Conc. SP-12.5; 1.5 to 2.5" (Minimum 20 Ton) |
| 2,000 |
| Ton |
| 3 |
| C10 |
| Superpave Asphaltic Conc. SP-19.0; 2.0" to 3.0" (Minimum 20 Ton) |
| 300 |
| Ton |
| 3 |
| C11 |
| Asphalt Pavement Seal Coat (Minimum 1000 SY ) |
| 15,000 |
| S.Y. |
| 3 |
| C12 |
| Fluid Applied Asphalt Joint or Crack Seal (Minimum 200 LF ) |
| 750 |
| L.F. |
| 3 |
| C13 |
| Clean, Face Prep, & Reseal Conc. Pavement Joint (Minimum 200 L.F. ) |
| 500 |
| L.F. |
| 3 |
| C14 |
| Polymer Modified Asphalt/Pavement Reinforcing Fabric (Minimum 500 SF ) |
| 6,500 |
| S.Y. |
| 3 |
| D01 |
| Curb or Curb/-Gutter (Type A thru F) w/ Saw Joints |
| 500 |
| L.F. |
| 3 |
| D02 |
| Curb Cut - 12" wide |
| 50 |
| EA |
| 3 |
| D03 |
| Sidewalk, 4" Thick w/ Saw Joints |
| 2,500 |
| S.F. |
| 3 |
| D04 |
| Sidewalk Curb Ramp Dual Flare Edge (FDOT index 304) |
| 10 |
| EA |
| 3 |
| D05 |
| Synthetic Fiber Reinforcement, per CY of Concrete |
| 50 |
| C.Y. |
| 3 |
| D06 |
| Reinforcement WWF 6X6 W2.9XW2.9 & Placement or Approved Equal |
| 800 |
| S.F. |
| 3 |
| D07 |
| Conc. Reinforcement Bar & Placement |
| 5,000 |
| Lb |
| 3 |
| D08 |
| Conc. Compression Strength 3,000 psi w/ formwork |
| 70 |
| C.Y. |
| 3 |
| D09 |
| Conc. Flexural Strength 650 psi w/ formwork |
| 40 |
| C.Y. |
| 3 |
| D10 |
| 3/4" Isolation Joint in New Concrete |
| 500 |
| L.F. |
| 3 |
| D11 |
| Seal Conc. Joint |
| 400 |
| L.F. |
| 3 |
| D12 |
| Flowable Fill - Excavatable |
| 20 |
| C.Y. |
| 3 |
| D13 |
| Detectable Warning Surface at Sidewalk for the Disabled (Retrofit Installation) |
| 50 |
| SF |
| 3 |
| D14 |
| Detectable Warning Surface at Sidewalk for the Disabled (New Work) |
| 50 |
| SF |
| 3 |
| E01 |
| Reflective Pavement Marker (FDOT Spec 706) |
| 1,500 |
| EA |
| 3 |
| E02 |
| Reflective Beads in Traffic Paint, FS TT-B-1325, Type I, Gradation A |
| 5,000 |
| S.F. |
| 3 |
| E03 |
| Paint 4" Traffic Stripe |
| 20,000 |
| L.F. |
| 3 |
| E04 |
| Paint 6" Traffic Stripe |
| 5,000 |
| L.F. |
| 3 |
| E05 |
| Paint 18" Chevron Stripe |
| 700 |
| L.F. |
| 3 |
| E06 |
| Paint 24" Stop Bar |
| 350 |
| L.F. |
| 3 |
| E07 |
| Paint Crosswalk Stripe (Index 17346) |
| 110 |
| BAR |
| 3 |
| E08 |
| Paint Traffic Arrows (Index 17346) |
| 350 |
| S.F. |
| 3 |
| E09 |
| Paint 2' High Letters (per letter) |
| 100 |
| EA |
| 3 |
| E10 |
| Paint 3' Accessible Parking Logo (Index 17346) |
| 70 |
| EA |
| 3 |
| E11 |
| Paint 8' High Letters (Index 17346) |
| 40 |
| EA |
| 3 |
| E12 |
| Miscellanies Traffic Pavement Markings |
| 100 |
| S.F. |
| 3 |
| E13 |
| Paint 6" Reflective Airfield Stripe |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 3 |
| E14 |
| Paint Airfield Marking, Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 3 |
| E15 |
| Paint Airfield Marking, Non-reflective (FS TT-P-1952) |
| 20,000 |
| S.F. |
| 3 |
| E16 |
| Paint Airfield Marking, Black (FS TT-P-1952) |
| 10,000 |
| S.F. |
| 3 |
| E17 |
| Paint Airfield Letter 30'X10', 2.5' Stripe , Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 3 |
| F01 |
| 6" DI MJ Compact Fitting W/ Anchor Gland |
| 2 |
| EA |
| 3 |
| F02 |
| 6" Ductile Iron Pipe (Min 20 LF) |
| 50 |
| L.F. |
| 3 |
| F03 |
| Pipe, 4 to 6 inch PVC C-900, DR 18 (Min 20 LF) |
| 110 |
| L.F. |
| 3 |
| F04 |
| Pipe, 8 to 12 inch PVC C-900, DR 18 (Min 20 LF) |
| 100 |
| L.F. |
| 3 |
| F05 |
| 6"-12" Mainline X 6" Tapping Saddle & Valve w/ Valve Box |
| 2 |
| EA |
| 3 |
| F06 |
| 6" RS Gate Valve W/ Valve Box |
| 2 |
| EA |
| 3 |
| F07 |
| Salvage In Service Fire Hydrant (Store for reinstallation) |
| 3 |
| EA |
| 3 |
| F08 |
| Install Government Furninshed or Salvaged Fire Hydrant |
| 3 |
| EA |
| 3 |
| F09 |
| Supply & Install New Fire Hydrant |
| 3 |
| EA |
| 3 |
| F10 |
| Pipe, 4" Perforated HDPE Pipe w/ Sock (Min 20 LF) |
| 125 |
| LF |
| 3 |
| F11 |
| Culvert Pipe, 6", 8", or 12" HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 3 |
| F12 |
| Culvert Pipe, 15" to 18" RCP, ERCP, or HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 3 |
| F13 |
| Culvert Pipe, 24" to 30" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 3 |
| A14 |
| Culvert Pipe, 36" to 42" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 3 |
| A15 |
| Curb Inlet Top, Type 3 or 4 (FDOT Index 210), 5 (FDOT Index 211) or 9 (FDOT index 214) |
| 3 |
| EA |
| 3 |
| A16 |
| Aluminum Skimmer (FDOT Index 240) |
| 15 |
| S.F. |
| 3 |
| A17 |
| Plastic Meter Box |
| 4 |
| EA |
| 3 |
| A18 |
| Traffic Rated Meter Box |
| 4 |
| EA |
| 3 |
| A19 |
| Precast 2'X2'X2' Pull Box Traffic Rated |
| 2 |
| EA |
| 3 |
| A20 |
| Precast Inlet, Type C or D, No Apron (FDOT Index 232) w/ Pipe Conc Collar |
| 2 |
| EA |
| 3 |
| A21. |
| Precast Inlet, Type E or H, No Apron (FDOT Index 232) w/Pipe Conc Collar |
| 2 |
| EA |
| 3 |
| A22 |
| Cast-In-Place Collar |
| 5 |
| C.Y. |
| 3 |
| A23 |
| Concrete Apron for Ditch Bottom Inlet (Type C, D, E, or H, FDOT Index 232) |
| 20 |
| C.Y. |
| 3 |
| A24 |
| Concrete Miter End Section (FDOT Index 272) |
| 18 |
| C.Y. |
| 3 |
| A25 |
| Concrete Flume 2' Wide, 6" Curb Sides, & Breakers (See Detail GZ) |
| 40 |
| L.F. |
| 3 |
| A26 |
| Concrete Weir & Skimmer (See Detail HA) |
| 18 |
| L.F. |
| 3 |
| A27 |
| Manhole Paving Riser Ring 3" Max |
| 15 |
| EA |
| 3 |
| A28 |
| Adjust Valve Box Elevation |
| 5 |
| EA |
| 3 |
| F29 |
| Parking Lot Type Light Pole W/ LPS Fixture, 30' High (FDOT Index 17503) |
| 2 |
| EA |
| 3 |
| F30 |
| 3/4" or 1" Conduit, PVC SCH 80, Underground (min. 60 LF) |
| 250 |
| L.F. |
| 3 |
| F31 |
| #8 AWG Copper Wire |
| 1,000 |
| L.F. |
| 3 |
| F32 |
| Provide Electrical Service Point (FDOT 17721) |
| 2 |
| EA |
| 3 |
| F33 |
| Relocate 40' Light Post & Electric Service, 25' Max |
| 3 |
| EA |
| 3 |
| G01 |
| Ground Traffic Sign w/Type M Channel Post (FDOT index 11860) |
| 5 |
| EA |
| 3 |
| G02 |
| Ground Traffic Sign Column Post w/Slip Base and Footing, (FDOT index 11865) |
| 5 |
| EA |
| 3 |
| G03 |
| Reflector Post and Signs |
| 5 |
| EA |
| 3 |
| G04 |
| 2" Pipe Bollard (See Detail JF) |
| 5 |
| EA |
| 3 |
| G05 |
| 6" Pipe Bollard (See Detail JG) |
| 5 |
| EA |
| 3 |
| G06 |
| Removable 5" Bollard (See Detail JH) |
| 2 |
| EA |
| 3 |
| G07 |
| Dewatering Sys. 6" header w/ wellpoints (7 Days) |
| 150 |
| L.F. |
| 3 |
| G08 |
| Dewatering - Sump & Pump (1 Day) |
| 7 |
| EA |
| 3 |
| G09 |
| White Recycled Plastic Parking Wheel Stop (Index 300) |
| 50 |
| EA |
| 3 |
| G10 |
| Name Plate - Wheel Stop or Curb |
| 25 |
| EA |
| 3 |
| G11 |
| Install Precast Conc Barrier (FDOT index 415) & Remove three months later, maximum |
| 30 |
| EA |
| 3 |
| G12 |
| W-Beam Guardrail, Flared Ends, W/Timber Post @ 6'-3" |
| 100 |
| L.F. |
| 3 |
| G13 |
| Roadside LED Text Message Board (2 day minimum) |
| 5 |
| Day |
| 3 |
| H01 |
| Topsoil w/ Placement and Rough Grade |
| 400 |
| C.Y. |
| 3 |
| H02 |
| Masonry Sand w/ Placement and Rough Grade |
| 500 |
| C.Y. |
| 3 |
| H03 |
| Clean Earth Fill w/ Placement and Rough Grade |
| 1,500 |
| C.Y. |
| 3 |
| H04 |
| Spread & Compact Clean Fill 6" Lifts |
| 750 |
| S.Y. |
| 3 |
| H05 |
| #57 Limestone Gravel |
| 50 |
| C.Y. |
| 3 |
| H06 |
| 1" - 2" River Rock (Grey-Tan Color) |
| 10 |
| C.Y. |
| 3 |
| H07 |
| Seed & Mulch - Bahia, Bermuda Mix w/ Rye in Winter |
| 2,000 |
| S.Y. |
| 3 |
| H08 |
| Bahia Sod |
| 2,000 |
| S.Y. |
| 3 |
| H09 |
| St. Augustine Sod |
| 100 |
| S.Y. |
| 3 |
| H10 |
| Relocate Palm Tree Including Excavation and Backfill |
| 2 |
| EA |
| 3 |
| H11 |
| Eucalyptus Wood Bark Mulch (3" Deep) |
| 1,000 |
| S.Y. |
| 3 |
| H12 |
| Wood Mulch (Dyed Red - 3" Deep) |
| 1,000 |
| S.Y. |
| 3 |
| H13 |
| Sable Palm (8" C.T.) Including Excavation and Backfill |
| 20 |
| EA |
| 3 |
| H14 |
| Riprap 6" thick (broken stone) |
| 20 |
| C.Y. |
| 3 |
| J01 |
| Silt Fence |
| 12,000 |
| L.F. |
| 3 |
| J02 |
| 6' Construction Temp Chain Link Fence, Install & Remove |
| 500 |
| L.F. |
| 3 |
| J03 |
| 6' Chain Link Fence (Index 452) |
| 100 |
| L.F. |
| 3 |
| J04 |
| 7' Chain Link Fence W/ Barbed Wire (Index 452) |
| 100 |
| L.F. |
| 3 |
| J05 |
| 6' Tall Pedestrian Gate |
| 1 |
| EA |
| 3 |
| J06 |
| 7' Tall Fabric, Pedestrian Gate W/ Y Barbed Wire Top |
| 1 |
| EA |
| 3 |
| J07 |
| 6' Tall Fabric, 8' Wide Single Leaf Swing Gate & Post |
| 1 |
| EA |
| 3 |
| J08 |
| 7' Tall Fabric, 10' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 3 |
| J09 |
| 7' Tall Fabric, 12' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 3 |
| J10 |
| 7' Tall Fabric, 12' to 25' Opening Horiz. Slide Gate & Post W/ Y Barbed Wire (Index 453) |
| 20 |
| L.F. |
| 3 |
| J11 |
| Fence Grounding Rod Assembly |
| 10 |
| EA |
| 3 |
| K01 |
| Potable Water - Pressure |
| 2 |
| EA |
| 3 |
| K02 |
| AWWA C-651 - Potable Water Bacteria ( 2 each location) |
| 2 |
| EA |
| 3 |
| K03 |
| AASHTO T84 - Sieve Analysis Fine & Course Aggregate |
| 5 |
| EA |
| 3 |
| K04 |
| ASTM D 422 - Soil Sieve Analysis |
| 5 |
| EA |
| 3 |
| K05 |
| ASTM D 1140 Percentage Passing #200 Sieve |
| 5 |
| EA |
| 3 |
| K06 |
| ASTM D 1557 or AASHTO T180 Modified Proctor Density |
| 10 |
| EA |
| 3 |
| K07 |
| ASTM 698 or AASHTO T 99 Method C Soil Density |
| 15 |
| EA |
| 3 |
| K08 |
| FM 5-515 - Limerock Bearing Ratio (LBR) |
| 2 |
| EA |
| 3 |
| K09 |
| FM 1-T 238 - Density of Soil & Bituminous Conc. |
| 20 |
| EA |
| 3 |
| K10 |
| ASTM D 2726 - Asphalt Core Density |
| 2 |
| EA |
| 3 |
| K11 |
| ASTM C 173 - Concrete Air Content |
| 2 |
| EA |
| 3 |
| K12 |
| ASTM C 143 Concrete Slump |
| 10 |
| EA |
| 3 |
| K13 |
| ASTM C-109 - Cube Compression Strength (Set of 3) |
| 2 |
| EA |
| 3 |
| K14 |
| ASTM C-39 - Cylinder Compression Strength (Set of 3) |
| 5 |
| EA |
| 3 |
| K15 |
| ASTM C-31 - Flexural Strength (Set of 3) |
| 2 |
| EA |
Non-Priced Line Items
3-NPLI-1
3-NPLI-2
3-NPLI-3
3-NPLI-4
CONTRACT YEAR 4 (1 OCTOBER 2014 – 30 SEPTEMBER 2015)
| ITEM # |
| DESCRIPTION |
| QTY |
| UNIT |
| Prices |
| 4 |
| A01 |
| Clearing Ground Cover Vegetation, 3" dia & less |
| 1 |
| Acre |
| 4 |
| A02 |
| Tree Removal and Disposal (3" to 12") |
| 15 |
| EA |
| 4 |
| A03 |
| Application of Herbicide |
| 15 |
| Gal |
| 4 |
| A04 |
| Remove, Salvage and Stock Pile Top Soil |
| 200 |
| C.Y. |
| 4 |
| A05 |
| Load, Haul, Dump - Excavated, Borrow/Loose Material, 5-mile Rnd Trip |
| 200 |
| C.Y. |
| 4 |
| A06 |
| Haul, Excavated, Borrow/Loose Material, per mile |
| 200 |
| C.Y. |
| 4 |
| A07 |
| Remove Asphalt Pavement Surface to 4" |
| 1,000 |
| S.Y. |
| 4 |
| A08 |
| Excavate Existing Roadway Base |
| 200 |
| C.Y. |
| 4 |
| A09 |
| Mill Asphalt Paving and Incidental Concrete ( 1" to 3") |
| 35,000 |
| S.Y. |
| 4 |
| A10 |
| Remove Catch Basin |
| 4 |
| EA |
| 4 |
| A11 |
| Remove Curb Inlet (FDOT Index 210 or equivalent) |
| 4 |
| EA |
| 4 |
| A12 |
| Saw Cut Asphalt Pavement up to 6-inches Deep |
| 700 |
| L.F. |
| 4 |
| A13 |
| Sawcut and Remove Conc. Curb & Gutter (Type A thru F), of Flume (4'x8") |
| 300 |
| L.F. |
| 4 |
| A14 |
| Sawcut and Remove Conc Sidewalk |
| 500 |
| S.F. |
| 4 |
| A15 |
| Remove 6" to 9" Unreinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 500 |
| S.Y. |
| 4 |
| A16 |
| Remove 6" to 9" Reinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 250 |
| S.Y. |
| 4 |
| A17 |
| Remove Un-Ref Mass Conc Mass |
| 100 |
| C.Y. |
| 4 |
| A18 |
| Remove, Store, Dispose of or Reinstall Conc Wheel Stops |
| 50 |
| EA |
| 4 |
| A19 |
| Remove Bollard or Sign Post w/ Foundation |
| 25 |
| EA |
| 4 |
| A20 |
| Remove Chain Link Fence, Post, & Accessories |
| 100 |
| L.F. |
| 4 |
| A21. |
| Excavate & Remove Buried Pipe (less than or equal to 18" diameter, min. 15') |
| 50 |
| L.F. |
| 4 |
| A22 |
| Excavate & Remove Buried Pipe (greater than 18" and up to 36" diameter, mnimum 15') |
| 50 |
| L.F. |
| 4 |
| A23 |
| Remove Utility Pole (max 35' tall, exposed) |
| 5 |
| EA |
| 4 |
| A24 |
| Remove Reflective Pavement Marker |
| 250 |
| EA |
| 4 |
| A25 |
| Remove Airfield Rubber Deposits (Chemical, Water Blast, or Detergent) |
| 500 |
| S.Y. |
| 4 |
| A26 |
| Remove Pavement Paint (Water blast or Grind) |
| 200 |
| S.F. |
| 4 |
| A27 |
| Core 4" Concrete w/ Grout Repair, save core sample intact & turn in to C.O. |
| 5 |
| EA |
| 4 |
| A28 |
| Core 6" Asphalt pavement w/ Grout Repair, save core sample intact & turn in to C. O. |
| 5 |
| EA |
| 4 |
| A29 |
| Street Utility Trench Steel Traffic Plate (4'x8' sheet, provide, place, and remove) rental (minimum 3 days) |
| 10 |
| day |
| 4 |
| B01 |
| Scrape & Grade 6' Roadside Shoulder, Remove Excess Soil |
| 200 |
| L.F. |
| 4 |
| B02 |
| Excavate & Rough Grade Road Bed (Minimum 50 C.Y.) |
| 1,000 |
| C.Y. |
| 4 |
| B03 |
| Excavate Open Utility Trench (Minimum 50 C.Y.) |
| 2,000 |
| C.Y. |
| 4 |
| B04 |
| Excavate Utility Trench - Trencher Machine (Minimum 100 L.F.) |
| 500 |
| L.F. |
| 4 |
| B05 |
| Excavate & Grade Swales - max 1.5' Deep (Minimum 30 S.Y.) |
| 2,000 |
| S.Y. |
| 4 |
| B06 |
| Excavate, Shape, & Rough Grade (Minimum 30 C.Y.) |
| 1,500 |
| C.Y. |
| 4 |
| B07 |
| Finish Surface Grading (Minimum 200 S.Y.) |
| 2,500 |
| S.Y. |
| 4 |
| B08 |
| Backfill Utility Trench (Minimum 100 S.Y.) |
| 1,000 |
| S.Y. |
| 4 |
| B09 |
| Backfill Utility Trench & Compact in 6" Lifts (Minimum 100 S.Y.) |
| 750 |
| S.Y. |
| 4 |
| B10 |
| Compact Existing Soil in situ (Minimum 200 C.Y.) |
| 5,000 |
| S.Y. |
| 4 |
| B11 |
| Backfill Open Excavation & Compact in 6-inch Lifts (Minimum 20 C.Y.) |
| 450 |
| C.Y. |
| 4 |
| B12 |
| Excavation with Hand Tools - Shovels, Picks, Tamping Bar, etc (Minimum 10 C.Y.) |
| 100 |
| C.Y. |
| 4 |
| B13 |
| FDEP "NOI" Application Fee and Administration |
| 10 |
| EA |
| 4 |
| C01 |
| 6-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 3,500 |
| S.Y. |
| 4 |
| C02 |
| 12-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 1,500 |
| S.Y. |
| 4 |
| C03 |
| Place 6-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 2,000 |
| S.Y. |
| 4 |
| C04 |
| Place 9-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 1,000 |
| S.Y. |
| 4 |
| C05 |
| Tack Coat (Minimum 1000 SY ) |
| 30,000 |
| S.Y. |
| 4 |
| C06 |
| Prime Coat (Minimum 500 SY ) |
| 2,000 |
| S.Y. |
| 4 |
| C07 |
| Asphaltic Conc. Type 3 Leveling Course (Minimum 10 Tons ) |
| 200 |
| Ton |
| 4 |
| C08 |
| Superpave Asphaltic Conc. SP-9.5; 1.0" to 1.5" (Minimum 20 Ton) |
| 900 |
| Ton |
| 4 |
| C09 |
| Superpave Asphaltic Conc. SP-12.5; 1.5 to 2.5" (Minimum 20 Ton) |
| 2,000 |
| Ton |
| 4 |
| C10 |
| Superpave Asphaltic Conc. SP-19.0; 2.0" to 3.0" (Minimum 20 Ton) |
| 300 |
| Ton |
| 4 |
| C11 |
| Asphalt Pavement Seal Coat (Minimum 1000 SY ) |
| 15,000 |
| S.Y. |
| 4 |
| C12 |
| Fluid Applied Asphalt Joint or Crack Seal (Minimum 200 LF ) |
| 750 |
| L.F. |
| 4 |
| C13 |
| Clean, Face Prep, & Reseal Conc. Pavement Joint (Minimum 200 L.F. ) |
| 500 |
| L.F. |
| 4 |
| C14 |
| Polymer Modified Asphalt/Pavement Reinforcing Fabric (Minimum 500 SF ) |
| 6,500 |
| S.Y. |
| 4 |
| D01 |
| Curb or Curb/-Gutter (Type A thru F) w/ Saw Joints |
| 500 |
| L.F. |
| 4 |
| D02 |
| Curb Cut - 12" wide |
| 50 |
| EA |
| 4 |
| D03 |
| Sidewalk, 4" Thick w/ Saw Joints |
| 2,500 |
| S.F. |
| 4 |
| D04 |
| Sidewalk Curb Ramp Dual Flare Edge (FDOT index 304) |
| 10 |
| EA |
| 4 |
| D05 |
| Synthetic Fiber Reinforcement, per CY of Concrete |
| 50 |
| C.Y. |
| 4 |
| D06 |
| Reinforcement WWF 6X6 W2.9XW2.9 & Placement or Approved Equal |
| 800 |
| S.F. |
| 4 |
| D07 |
| Conc. Reinforcement Bar & Placement |
| 5,000 |
| Lb |
| 4 |
| D08 |
| Conc. Compression Strength 3,000 psi w/ formwork |
| 70 |
| C.Y. |
| 4 |
| D09 |
| Conc. Flexural Strength 650 psi w/ formwork |
| 40 |
| C.Y. |
| 4 |
| D10 |
| 3/4" Isolation Joint in New Concrete |
| 500 |
| L.F. |
| 4 |
| D11 |
| Seal Conc. Joint |
| 400 |
| L.F. |
| 4 |
| D12 |
| Flowable Fill - Excavatable |
| 20 |
| C.Y. |
| 4 |
| D13 |
| Detectable Warning Surface at Sidewalk for the Disabled (Retrofit Installation) |
| 50 |
| SF |
| 4 |
| D14 |
| Detectable Warning Surface at Sidewalk for the Disabled (New Work) |
| 50 |
| SF |
| 4 |
| E01 |
| Reflective Pavement Marker (FDOT Spec 706) |
| 1,500 |
| EA |
| 4 |
| E02 |
| Reflective Beads in Traffic Paint, FS TT-B-1325, Type I, Gradation A |
| 5,000 |
| S.F. |
| 4 |
| E03 |
| Paint 4" Traffic Stripe |
| 20,000 |
| L.F. |
| 4 |
| E04 |
| Paint 6" Traffic Stripe |
| 5,000 |
| L.F. |
| 4 |
| E05 |
| Paint 18" Chevron Stripe |
| 700 |
| L.F. |
| 4 |
| E06 |
| Paint 24" Stop Bar |
| 350 |
| L.F. |
| 4 |
| E07 |
| Paint Crosswalk Stripe (Index 17346) |
| 110 |
| BAR |
| 4 |
| E08 |
| Paint Traffic Arrows (Index 17346) |
| 350 |
| S.F. |
| 4 |
| E09 |
| Paint 2' High Letters (per letter) |
| 100 |
| EA |
| 4 |
| E10 |
| Paint 3' Accessible Parking Logo (Index 17346) |
| 70 |
| EA |
| 4 |
| E11 |
| Paint 8' High Letters (Index 17346) |
| 40 |
| EA |
| 4 |
| E12 |
| Miscellanies Traffic Pavement Markings |
| 100 |
| S.F. |
| 4 |
| E13 |
| Paint 6" Reflective Airfield Stripe |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 4 |
| E14 |
| Paint Airfield Marking, Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 4 |
| E15 |
| Paint Airfield Marking, Non-reflective (FS TT-P-1952) |
| 20,000 |
| S.F. |
| 4 |
| E16 |
| Paint Airfield Marking, Black (FS TT-P-1952) |
| 10,000 |
| S.F. |
| 4 |
| E17 |
| Paint Airfield Letter 30'X10', 2.5' Stripe , Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 4 |
| F01 |
| 6" DI MJ Compact Fitting W/ Anchor Gland |
| 2 |
| EA |
| 4 |
| F02 |
| 6" Ductile Iron Pipe (Min 20 LF) |
| 50 |
| L.F. |
| 4 |
| F03 |
| Pipe, 4 to 6 inch PVC C-900, DR 18 (Min 20 LF) |
| 110 |
| L.F. |
| 4 |
| F04 |
| Pipe, 8 to 12 inch PVC C-900, DR 18 (Min 20 LF) |
| 100 |
| L.F. |
| 4 |
| F05 |
| 6"-12" Mainline X 6" Tapping Saddle & Valve w/ Valve Box |
| 2 |
| EA |
| 4 |
| F06 |
| 6" RS Gate Valve W/ Valve Box |
| 2 |
| EA |
| 4 |
| F07 |
| Salvage In Service Fire Hydrant (Store for reinstallation) |
| 3 |
| EA |
| 4 |
| F08 |
| Install Government Furninshed or Salvaged Fire Hydrant |
| 3 |
| EA |
| 4 |
| F09 |
| Supply & Install New Fire Hydrant |
| 3 |
| EA |
| 4 |
| F10 |
| Pipe, 4" Perforated HDPE Pipe w/ Sock (Min 20 LF) |
| 125 |
| LF |
| 4 |
| F11 |
| Culvert Pipe, 6", 8", or 12" HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 4 |
| F12 |
| Culvert Pipe, 15" to 18" RCP, ERCP, or HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 4 |
| F13 |
| Culvert Pipe, 24" to 30" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 4 |
| A14 |
| Culvert Pipe, 36" to 42" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 4 |
| A15 |
| Curb Inlet Top, Type 3 or 4 (FDOT Index 210), 5 (FDOT Index 211) or 9 (FDOT index 214) |
| 3 |
| EA |
| 4 |
| A16 |
| Aluminum Skimmer (FDOT Index 240) |
| 15 |
| S.F. |
| 4 |
| A17 |
| Plastic Meter Box |
| 4 |
| EA |
| 4 |
| A18 |
| Traffic Rated Meter Box |
| 4 |
| EA |
| 4 |
| A19 |
| Precast 2'X2'X2' Pull Box Traffic Rated |
| 2 |
| EA |
| 4 |
| A20 |
| Precast Inlet, Type C or D, No Apron (FDOT Index 232) w/ Pipe Conc Collar |
| 2 |
| EA |
| 4 |
| A21. |
| Precast Inlet, Type E or H, No Apron (FDOT Index 232) w/Pipe Conc Collar |
| 2 |
| EA |
| 4 |
| A22 |
| Cast-In-Place Collar |
| 5 |
| C.Y. |
| 4 |
| A23 |
| Concrete Apron for Ditch Bottom Inlet (Type C, D, E, or H, FDOT Index 232) |
| 20 |
| C.Y. |
| 4 |
| A24 |
| Concrete Miter End Section (FDOT Index 272) |
| 18 |
| C.Y. |
| 4 |
| A25 |
| Concrete Flume 2' Wide, 6" Curb Sides, & Breakers (See Detail GZ) |
| 40 |
| L.F. |
| 4 |
| A26 |
| Concrete Weir & Skimmer (See Detail HA) |
| 18 |
| L.F. |
| 4 |
| A27 |
| Manhole Paving Riser Ring 3" Max |
| 15 |
| EA |
| 4 |
| A28 |
| Adjust Valve Box Elevation |
| 5 |
| EA |
| 4 |
| F29 |
| Parking Lot Type Light Pole W/ LPS Fixture, 30' High (FDOT Index 17503) |
| 2 |
| EA |
| 4 |
| F30 |
| 3/4" or 1" Conduit, PVC SCH 80, Underground (min. 60 LF) |
| 250 |
| L.F. |
| 4 |
| F31 |
| #8 AWG Copper Wire |
| 1,000 |
| L.F. |
| 4 |
| F32 |
| Provide Electrical Service Point (FDOT 17721) |
| 2 |
| EA |
| 4 |
| F33 |
| Relocate 40' Light Post & Electric Service, 25' Max |
| 3 |
| EA |
| 4 |
| G01 |
| Ground Traffic Sign w/Type M Channel Post (FDOT index 11860) |
| 5 |
| EA |
| 4 |
| G02 |
| Ground Traffic Sign Column Post w/Slip Base and Footing, (FDOT index 11865) |
| 5 |
| EA |
| 4 |
| G03 |
| Reflector Post and Signs |
| 5 |
| EA |
| 4 |
| G04 |
| 2" Pipe Bollard (See Detail JF) |
| 5 |
| EA |
| 4 |
| G05 |
| 6" Pipe Bollard (See Detail JG) |
| 5 |
| EA |
| 4 |
| G06 |
| Removable 5" Bollard (See Detail JH) |
| 2 |
| EA |
| 4 |
| G07 |
| Dewatering Sys. 6" header w/ wellpoints (7 Days) |
| 150 |
| L.F. |
| 4 |
| G08 |
| Dewatering - Sump & Pump (1 Day) |
| 7 |
| EA |
| 4 |
| G09 |
| White Recycled Plastic Parking Wheel Stop (Index 300) |
| 50 |
| EA |
| 4 |
| G10 |
| Name Plate - Wheel Stop or Curb |
| 25 |
| EA |
| 4 |
| G11 |
| Install Precast Conc Barrier (FDOT index 415) & Remove three months later, maximum |
| 30 |
| EA |
| 4 |
| G12 |
| W-Beam Guardrail, Flared Ends, W/Timber Post @ 6'-3" |
| 100 |
| L.F. |
| 4 |
| G13 |
| Roadside LED Text Message Board (2 day minimum) |
| 5 |
| Day |
| 4 |
| H01 |
| Topsoil w/ Placement and Rough Grade |
| 400 |
| C.Y. |
| 4 |
| H02 |
| Masonry Sand w/ Placement and Rough Grade |
| 500 |
| C.Y. |
| 4 |
| H03 |
| Clean Earth Fill w/ Placement and Rough Grade |
| 1,500 |
| C.Y. |
| 4 |
| H04 |
| Spread & Compact Clean Fill 6" Lifts |
| 750 |
| S.Y. |
| 4 |
| H05 |
| #57 Limestone Gravel |
| 50 |
| C.Y. |
| 4 |
| H06 |
| 1" - 2" River Rock (Grey-Tan Color) |
| 10 |
| C.Y. |
| 4 |
| H07 |
| Seed & Mulch - Bahia, Bermuda Mix w/ Rye in Winter |
| 2,000 |
| S.Y. |
| 4 |
| H08 |
| Bahia Sod |
| 2,000 |
| S.Y. |
| 4 |
| H09 |
| St. Augustine Sod |
| 100 |
| S.Y. |
| 4 |
| H10 |
| Relocate Palm Tree Including Excavation and Backfill |
| 2 |
| EA |
| 4 |
| H11 |
| Eucalyptus Wood Bark Mulch (3" Deep) |
| 1,000 |
| S.Y. |
| 4 |
| H12 |
| Wood Mulch (Dyed Red - 3" Deep) |
| 1,000 |
| S.Y. |
| 4 |
| H13 |
| Sable Palm (8" C.T.) Including Excavation and Backfill |
| 20 |
| EA |
| 4 |
| H14 |
| Riprap 6" thick (broken stone) |
| 20 |
| C.Y. |
| 4 |
| J01 |
| Silt Fence |
| 12,000 |
| L.F. |
| 4 |
| J02 |
| 6' Construction Temp Chain Link Fence, Install & Remove |
| 500 |
| L.F. |
| 4 |
| J03 |
| 6' Chain Link Fence (Index 452) |
| 100 |
| L.F. |
| 4 |
| J04 |
| 7' Chain Link Fence W/ Barbed Wire (Index 452) |
| 100 |
| L.F. |
| 4 |
| J05 |
| 6' Tall Pedestrian Gate |
| 1 |
| EA |
| 4 |
| J06 |
| 7' Tall Fabric, Pedestrian Gate W/ Y Barbed Wire Top |
| 1 |
| EA |
| 4 |
| J07 |
| 6' Tall Fabric, 8' Wide Single Leaf Swing Gate & Post |
| 1 |
| EA |
| 4 |
| J08 |
| 7' Tall Fabric, 10' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 4 |
| J09 |
| 7' Tall Fabric, 12' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 4 |
| J10 |
| 7' Tall Fabric, 12' to 25' Opening Horiz. Slide Gate & Post W/ Y Barbed Wire (Index 453) |
| 20 |
| L.F. |
| 4 |
| J11 |
| Fence Grounding Rod Assembly |
| 10 |
| EA |
| 4 |
| K01 |
| Potable Water - Pressure |
| 2 |
| EA |
| 4 |
| K02 |
| AWWA C-651 - Potable Water Bacteria ( 2 each location) |
| 2 |
| EA |
| 4 |
| K03 |
| AASHTO T84 - Sieve Analysis Fine & Course Aggregate |
| 5 |
| EA |
| 4 |
| K04 |
| ASTM D 422 - Soil Sieve Analysis |
| 5 |
| EA |
| 4 |
| K05 |
| ASTM D 1140 Percentage Passing #200 Sieve |
| 5 |
| EA |
| 4 |
| K06 |
| ASTM D 1557 or AASHTO T180 Modified Proctor Density |
| 10 |
| EA |
| 4 |
| K07 |
| ASTM 698 or AASHTO T 99 Method C Soil Density |
| 15 |
| EA |
| 4 |
| K08 |
| FM 5-515 - Limerock Bearing Ratio (LBR) |
| 2 |
| EA |
| 4 |
| K09 |
| FM 1-T 238 - Density of Soil & Bituminous Conc. |
| 20 |
| EA |
| 4 |
| K10 |
| ASTM D 2726 - Asphalt Core Density |
| 2 |
| EA |
| 4 |
| K11 |
| ASTM C 173 - Concrete Air Content |
| 2 |
| EA |
| 4 |
| K12 |
| ASTM C 143 Concrete Slump |
| 10 |
| EA |
| 4 |
| K13 |
| ASTM C-109 - Cube Compression Strength (Set of 3) |
| 2 |
| EA |
| 4 |
| K14 |
| ASTM C-39 - Cylinder Compression Strength (Set of 3) |
| 5 |
| EA |
| 4 |
| K15 |
| ASTM C-31 - Flexural Strength (Set of 3) |
| 2 |
| EA |
Non-Priced Line Items
4-NPLI-1
4-NPLI-2
4-NPLI-3
4-NPLI-4
CONTRACT YEAR 5 (1 OCTOBER 2015 – 30 SEPTEMBER 2016)
| ITEM # |
| DESCRIPTION |
| QTY |
| UNIT |
| Prices |
| A01 |
| Clearing Ground Cover Vegetation, 3" dia & less |
| 1 |
| Acre |
| A02 |
| Tree Removal and Disposal (3" to 12") |
| 15 |
| EA |
| A03 |
| Application of Herbicide |
| 15 |
| Gal |
| A04 |
| Remove, Salvage and Stock Pile Top Soil |
| 200 |
| C.Y. |
| A05 |
| Load, Haul, Dump - Excavated, Borrow/Loose Material, 5-mile Rnd Trip |
| 200 |
| C.Y. |
| A06 |
| Haul, Excavated, Borrow/Loose Material, per mile |
| 200 |
| C.Y. |
| A07 |
| Remove Asphalt Pavement Surface to 4" |
| 1,000 |
| S.Y. |
| A08 |
| Excavate Existing Roadway Base |
| 200 |
| C.Y. |
| A09 |
| Mill Asphalt Paving and Incidental Concrete ( 1" to 3") |
| 35,000 |
| S.Y. |
| A10 |
| Remove Catch Basin |
| 4 |
| EA |
| A11 |
| Remove Curb Inlet (FDOT Index 210 or equivalent) |
| 4 |
| EA |
| A12 |
| Saw Cut Asphalt Pavement up to 6-inches Deep |
| 700 |
| L.F. |
| A13 |
| Sawcut and Remove Conc. Curb & Gutter (Type A thru F), of Flume (4'x8") |
| 300 |
| L.F. |
| A14 |
| Sawcut and Remove Conc Sidewalk |
| 500 |
| S.F. |
| A15 |
| Remove 6" to 9" Unreinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 500 |
| S.Y. |
| A16 |
| Remove 6" to 9" Reinforced Conc Pavement w/ or w/o Asphalt Overlay |
| 250 |
| S.Y. |
| A17 |
| Remove Un-Ref Mass Conc Mass |
| 100 |
| C.Y. |
| A18 |
| Remove, Store, Dispose of or Reinstall Conc Wheel Stops |
| 50 |
| EA |
| A19 |
| Remove Bollard or Sign Post w/ Foundation |
| 25 |
| EA |
| A20 |
| Remove Chain Link Fence, Post, & Accessories |
| 100 |
| L.F. |
| A21. |
| Excavate & Remove Buried Pipe (less than or equal to 18" diameter, min. 15') |
| 50 |
| L.F. |
| A22 |
| Excavate & Remove Buried Pipe (greater than 18" and up to 36" diameter, mnimum 15') |
| 50 |
| L.F. |
| A23 |
| Remove Utility Pole (max 35' tall, exposed) |
| 5 |
| EA |
| A24 |
| Remove Reflective Pavement Marker |
| 250 |
| EA |
| A25 |
| Remove Airfield Rubber Deposits (Chemical, Water Blast, or Detergent) |
| 500 |
| S.Y. |
| A26 |
| Remove Pavement Paint (Water blast or Grind) |
| 200 |
| S.F. |
| A27 |
| Core 4" Concrete w/ Grout Repair, save core sample intact & turn in to C.O. |
| 5 |
| EA |
| A28 |
| Core 6" Asphalt pavement w/ Grout Repair, save core sample intact & turn in to C. O. |
| 5 |
| EA |
| A29 |
| Street Utility Trench Steel Traffic Plate (4'x8' sheet, provide, place, and remove) rental (minimum 3 days) |
| 10 |
| day |
| B01 |
| Scrape & Grade 6' Roadside Shoulder, Remove Excess Soil |
| 200 |
| L.F. |
| B02 |
| Excavate & Rough Grade Road Bed (Minimum 50 C.Y.) |
| 1,000 |
| C.Y. |
| B03 |
| Excavate Open Utility Trench (Minimum 50 C.Y.) |
| 2,000 |
| C.Y. |
| B04 |
| Excavate Utility Trench - Trencher Machine (Minimum 100 L.F.) |
| 500 |
| L.F. |
| B05 |
| Excavate & Grade Swales - max 1.5' Deep (Minimum 30 S.Y.) |
| 2,000 |
| S.Y. |
| B06 |
| Excavate, Shape, & Rough Grade (Minimum 30 C.Y.) |
| 1,500 |
| C.Y. |
| B07 |
| Finish Surface Grading (Minimum 200 S.Y.) |
| 2,500 |
| S.Y. |
| B08 |
| Backfill Utility Trench (Minimum 100 S.Y.) |
| 1,000 |
| S.Y. |
| B09 |
| Backfill Utility Trench & Compact in 6" Lifts (Minimum 100 S.Y.) |
| 750 |
| S.Y. |
| B10 |
| Compact Existing Soil in situ (Minimum 200 C.Y.) |
| 5,000 |
| S.Y. |
| B11 |
| Backfill Open Excavation & Compact in 6-inch Lifts (Minimum 20 C.Y.) |
| 450 |
| C.Y. |
| B12 |
| Excavation with Hand Tools - Shovels, Picks, Tamping Bar, etc (Minimum 10 C.Y.) |
| 100 |
| C.Y. |
| B13 |
| FDEP "NOI" Application Fee and Administration |
| 10 |
| EA |
| C01 |
| 6-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 3,500 |
| S.Y. |
| C02 |
| 12-inch Stabilized Sub-Base (Minimum 500 S.Y.) |
| 1,500 |
| S.Y. |
| C03 |
| Place 6-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 2,000 |
| S.Y. |
| C04 |
| Place 9-inch Limerock Base & Compact (Minimum 500 S.Y.) |
| 1,000 |
| S.Y. |
| C05 |
| Tack Coat (Minimum 1000 SY ) |
| 30,000 |
| S.Y. |
| C06 |
| Prime Coat (Minimum 500 SY ) |
| 2,000 |
| S.Y. |
| C07 |
| Asphaltic Conc. Type 3 Leveling Course (Minimum 10 Tons ) |
| 200 |
| Ton |
| C08 |
| Superpave Asphaltic Conc. SP-9.5; 1.0" to 1.5" (Minimum 20 Ton) |
| 900 |
| Ton |
| C09 |
| Superpave Asphaltic Conc. SP-12.5; 1.5 to 2.5" (Minimum 20 Ton) |
| 2,000 |
| Ton |
| C10 |
| Superpave Asphaltic Conc. SP-19.0; 2.0" to 3.0" (Minimum 20 Ton) |
| 300 |
| Ton |
| C11 |
| Asphalt Pavement Seal Coat (Minimum 1000 SY ) |
| 15,000 |
| S.Y. |
| C12 |
| Fluid Applied Asphalt Joint or Crack Seal (Minimum 200 LF ) |
| 750 |
| L.F. |
| C13 |
| Clean, Face Prep, & Reseal Conc. Pavement Joint (Minimum 200 L.F. ) |
| 500 |
| L.F. |
| C14 |
| Polymer Modified Asphalt/Pavement Reinforcing Fabric (Minimum 500 SF ) |
| 6,500 |
| S.Y. |
| D01 |
| Curb or Curb/-Gutter (Type A thru F) w/ Saw Joints |
| 500 |
| L.F. |
| D02 |
| Curb Cut - 12" wide |
| 50 |
| EA |
| D03 |
| Sidewalk, 4" Thick w/ Saw Joints |
| 2,500 |
| S.F. |
| D04 |
| Sidewalk Curb Ramp Dual Flare Edge (FDOT index 304) |
| 10 |
| EA |
| D05 |
| Synthetic Fiber Reinforcement, per CY of Concrete |
| 50 |
| C.Y. |
| D06 |
| Reinforcement WWF 6X6 W2.9XW2.9 & Placement or Approved Equal |
| 800 |
| S.F. |
| D07 |
| Conc. Reinforcement Bar & Placement |
| 5,000 |
| Lb |
| D08 |
| Conc. Compression Strength 3,000 psi w/ formwork |
| 70 |
| C.Y. |
| D09 |
| Conc. Flexural Strength 650 psi w/ formwork |
| 40 |
| C.Y. |
| D10 |
| 3/4" Isolation Joint in New Concrete |
| 500 |
| L.F. |
| D11 |
| Seal Conc. Joint |
| 400 |
| L.F. |
| D12 |
| Flowable Fill - Excavatable |
| 20 |
| C.Y. |
| D13 |
| Detectable Warning Surface at Sidewalk for the Disabled (Retrofit Installation) |
| 50 |
| SF |
| D14 |
| Detectable Warning Surface at Sidewalk for the Disabled (New Work) |
| 50 |
| SF |
| E01 |
| Reflective Pavement Marker (FDOT Spec 706) |
| 1,500 |
| EA |
| E02 |
| Reflective Beads in Traffic Paint, FS TT-B-1325, Type I, Gradation A |
| 5,000 |
| S.F. |
| E03 |
| Paint 4" Traffic Stripe |
| 20,000 |
| L.F. |
| E04 |
| Paint 6" Traffic Stripe |
| 5,000 |
| L.F. |
| E05 |
| Paint 18" Chevron Stripe |
| 700 |
| L.F. |
| E06 |
| Paint 24" Stop Bar |
| 350 |
| L.F. |
| E07 |
| Paint Crosswalk Stripe (Index 17346) |
| 110 |
| BAR |
| E08 |
| Paint Traffic Arrows (Index 17346) |
| 350 |
| S.F. |
| E09 |
| Paint 2' High Letters (per letter) |
| 100 |
| EA |
| E10 |
| Paint 3' Accessible Parking Logo (Index 17346) |
| 70 |
| EA |
| E11 |
| Paint 8' High Letters (Index 17346) |
| 40 |
| EA |
| E12 |
| Miscellanies Traffic Pavement Markings |
| 100 |
| S.F. |
| E13 |
| Paint 6" Reflective Airfield Stripe |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| E14 |
| Paint Airfield Marking, Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| E15 |
| Paint Airfield Marking, Non-reflective (FS TT-P-1952) |
| 20,000 |
| S.F. |
| E16 |
| Paint Airfield Marking, Black (FS TT-P-1952) |
| 10,000 |
| S.F. |
| E17 |
| Paint Airfield Letter 30'X10', 2.5' Stripe , Reflective |
(FS TT-P-1952 and FS TT-B-1325, Type I, Gradation A)
| 5 |
| F01 |
| 6" DI MJ Compact Fitting W/ Anchor Gland |
| 2 |
| EA |
| 5 |
| F02 |
| 6" Ductile Iron Pipe (Min 20 LF) |
| 50 |
| L.F. |
| 5 |
| F03 |
| Pipe, 4 to 6 inch PVC C-900, DR 18 (Min 20 LF) |
| 110 |
| L.F. |
| 5 |
| F04 |
| Pipe, 8 to 12 inch PVC C-900, DR 18 (Min 20 LF) |
| 100 |
| L.F. |
| 5 |
| F05 |
| 6"-12" Mainline X 6" Tapping Saddle & Valve w/ Valve Box |
| 2 |
| EA |
| 5 |
| F06 |
| 6" RS Gate Valve W/ Valve Box |
| 2 |
| EA |
| 5 |
| F07 |
| Salvage In Service Fire Hydrant (Store for reinstallation) |
| 3 |
| EA |
| 5 |
| F08 |
| Install Government Furninshed or Salvaged Fire Hydrant |
| 3 |
| EA |
| 5 |
| F09 |
| Supply & Install New Fire Hydrant |
| 3 |
| EA |
| 5 |
| F10 |
| Pipe, 4" Perforated HDPE Pipe w/ Sock (Min 20 LF) |
| 125 |
| LF |
| 5 |
| F11 |
| Culvert Pipe, 6", 8", or 12" HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 5 |
| F12 |
| Culvert Pipe, 15" to 18" RCP, ERCP, or HDPE (min. 20 LF) |
| 100 |
| L.F. |
| 5 |
| F13 |
| Culvert Pipe, 24" to 30" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 5 |
| A14 |
| Culvert Pipe, 36" to 42" RCP, ERCP, or HDPE (minimum 20') |
| 50 |
| L.F. |
| 5 |
| A15 |
| Curb Inlet Top, Type 3 or 4 (FDOT Index 210), 5 (FDOT Index 211) or 9 (FDOT index 214) |
| 3 |
| EA |
| 5 |
| A16 |
| Aluminum Skimmer (FDOT Index 240) |
| 15 |
| S.F. |
| 5 |
| A17 |
| Plastic Meter Box |
| 4 |
| EA |
| 5 |
| A18 |
| Traffic Rated Meter Box |
| 4 |
| EA |
| 5 |
| A19 |
| Precast 2'X2'X2' Pull Box Traffic Rated |
| 2 |
| EA |
| 5 |
| A20 |
| Precast Inlet, Type C or D, No Apron (FDOT Index 232) w/ Pipe Conc Collar |
| 2 |
| EA |
| 5 |
| A21. |
| Precast Inlet, Type E or H, No Apron (FDOT Index 232) w/Pipe Conc Collar |
| 2 |
| EA |
| 5 |
| A22 |
| Cast-In-Place Collar |
| 5 |
| C.Y. |
| 5 |
| A23 |
| Concrete Apron for Ditch Bottom Inlet (Type C, D, E, or H, FDOT Index 232) |
| 20 |
| C.Y. |
| 5 |
| A24 |
| Concrete Miter End Section (FDOT Index 272) |
| 18 |
| C.Y. |
| 5 |
| A25 |
| Concrete Flume 2' Wide, 6" Curb Sides, & Breakers (See Detail GZ) |
| 40 |
| L.F. |
| 5 |
| A26 |
| Concrete Weir & Skimmer (See Detail HA) |
| 18 |
| L.F. |
| 5 |
| A27 |
| Manhole Paving Riser Ring 3" Max |
| 15 |
| EA |
| 5 |
| A28 |
| Adjust Valve Box Elevation |
| 5 |
| EA |
| 5 |
| F29 |
| Parking Lot Type Light Pole W/ LPS Fixture, 30' High (FDOT Index 17503) |
| 2 |
| EA |
| 5 |
| F30 |
| 3/4" or 1" Conduit, PVC SCH 80, Underground (min. 60 LF) |
| 250 |
| L.F. |
| 5 |
| F31 |
| #8 AWG Copper Wire |
| 1,000 |
| L.F. |
| 5 |
| F32 |
| Provide Electrical Service Point (FDOT 17721) |
| 2 |
| EA |
| 5 |
| F33 |
| Relocate 40' Light Post & Electric Service, 25' Max |
| 3 |
| EA |
| 5 |
| G01 |
| Ground Traffic Sign w/Type M Channel Post (FDOT index 11860) |
| 5 |
| EA |
| 5 |
| G02 |
| Ground Traffic Sign Column Post w/Slip Base and Footing, (FDOT index 11865) |
| 5 |
| EA |
| 5 |
| G03 |
| Reflector Post and Signs |
| 5 |
| EA |
| 5 |
| G04 |
| 2" Pipe Bollard (See Detail JF) |
| 5 |
| EA |
| 5 |
| G05 |
| 6" Pipe Bollard (See Detail JG) |
| 5 |
| EA |
| 5 |
| G06 |
| Removable 5" Bollard (See Detail JH) |
| 2 |
| EA |
| 5 |
| G07 |
| Dewatering Sys. 6" header w/ wellpoints (7 Days) |
| 150 |
| L.F. |
| 5 |
| G08 |
| Dewatering - Sump & Pump (1 Day) |
| 7 |
| EA |
| 5 |
| G09 |
| White Recycled Plastic Parking Wheel Stop (Index 300) |
| 50 |
| EA |
| 5 |
| G10 |
| Name Plate - Wheel Stop or Curb |
| 25 |
| EA |
| 5 |
| G11 |
| Install Precast Conc Barrier (FDOT index 415) & Remove three months later, maximum |
| 30 |
| EA |
| 5 |
| G12 |
| W-Beam Guardrail, Flared Ends, W/Timber Post @ 6'-3" |
| 100 |
| L.F. |
| 5 |
| G13 |
| Roadside LED Text Message Board (2 day minimum) |
| 5 |
| Day |
| 5 |
| H01 |
| Topsoil w/ Placement and Rough Grade |
| 400 |
| C.Y. |
| 5 |
| H02 |
| Masonry Sand w/ Placement and Rough Grade |
| 500 |
| C.Y. |
| 5 |
| H03 |
| Clean Earth Fill w/ Placement and Rough Grade |
| 1,500 |
| C.Y. |
| 5 |
| H04 |
| Spread & Compact Clean Fill 6" Lifts |
| 750 |
| S.Y. |
| 5 |
| H05 |
| #57 Limestone Gravel |
| 50 |
| C.Y. |
| 5 |
| H06 |
| 1" - 2" River Rock (Grey-Tan Color) |
| 10 |
| C.Y. |
| 5 |
| H07 |
| Seed & Mulch - Bahia, Bermuda Mix w/ Rye in Winter |
| 2,000 |
| S.Y. |
| 5 |
| H08 |
| Bahia Sod |
| 2,000 |
| S.Y. |
| 5 |
| H09 |
| St. Augustine Sod |
| 100 |
| S.Y. |
| 5 |
| H10 |
| Relocate Palm Tree Including Excavation and Backfill |
| 2 |
| EA |
| 5 |
| H11 |
| Eucalyptus Wood Bark Mulch (3" Deep) |
| 1,000 |
| S.Y. |
| 5 |
| H12 |
| Wood Mulch (Dyed Red - 3" Deep) |
| 1,000 |
| S.Y. |
| 5 |
| H13 |
| Sable Palm (8" C.T.) Including Excavation and Backfill |
| 20 |
| EA |
| 5 |
| H14 |
| Riprap 6" thick (broken stone) |
| 20 |
| C.Y. |
| 5 |
| J01 |
| Silt Fence |
| 12,000 |
| L.F. |
| 5 |
| J02 |
| 6' Construction Temp Chain Link Fence, Install & Remove |
| 500 |
| L.F. |
| 5 |
| J03 |
| 6' Chain Link Fence (Index 452) |
| 100 |
| L.F. |
| 5 |
| J04 |
| 7' Chain Link Fence W/ Barbed Wire (Index 452) |
| 100 |
| L.F. |
| 5 |
| J05 |
| 6' Tall Pedestrian Gate |
| 1 |
| EA |
| 5 |
| J06 |
| 7' Tall Fabric, Pedestrian Gate W/ Y Barbed Wire Top |
| 1 |
| EA |
| 5 |
| J07 |
| 6' Tall Fabric, 8' Wide Single Leaf Swing Gate & Post |
| 1 |
| EA |
| 5 |
| J08 |
| 7' Tall Fabric, 10' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 5 |
| J09 |
| 7' Tall Fabric, 12' Wide Single Leaf Swing Gate & Post W/ Y Barbed Wire Top |
| 1 |
| EA |
| 5 |
| J10 |
| 7' Tall Fabric, 12' to 25' Opening Horiz. Slide Gate & Post W/ Y Barbed Wire (Index 453) |
| 20 |
| L.F. |
| 5 |
| J11 |
| Fence Grounding Rod Assembly |
| 10 |
| EA |
| 5 |
| K01 |
| Potable Water - Pressure |
| 2 |
| EA |
| 5 |
| K02 |
| AWWA C-651 - Potable Water Bacteria ( 2 each location) |
| 2 |
| EA |
| 5 |
| K03 |
| AASHTO T84 - Sieve Analysis Fine & Course Aggregate |
| 5 |
| EA |
| 5 |
| K04 |
| ASTM D 422 - Soil Sieve Analysis |
| 5 |
| EA |
| 5 |
| K05 |
| ASTM D 1140 Percentage Passing #200 Sieve |
| 5 |
| EA |
| 5 |
| K06 |
| ASTM D 1557 or AASHTO T180 Modified Proctor Density |
| 10 |
| EA |
| 5 |
| K07 |
| ASTM 698 or AASHTO T 99 Method C Soil Density |
| 15 |
| EA |
| 5 |
| K08 |
| FM 5-515 - Limerock Bearing Ratio (LBR) |
| 2 |
| EA |
| 5 |
| K09 |
| FM 1-T 238 - Density of Soil & Bituminous Conc. |
| 20 |
| EA |
| 5 |
| K10 |
| ASTM D 2726 - Asphalt Core Density |
| 2 |
| EA |
| 5 |
| K11 |
| ASTM C 173 - Concrete Air Content |
| 2 |
| EA |
| 5 |
| K12 |
| ASTM C 143 Concrete Slump |
| 10 |
| EA |
| 5 |
| K13 |
| ASTM C-109 - Cube Compression Strength (Set of 3) |
| 2 |
| EA |
| 5 |
| K14 |
| ASTM C-39 - Cylinder Compression Strength (Set of 3) |
| 5 |
| EA |
This is the start of the file's text. The full file is on GovTribe.