FA500019RA002_EPA_Market_Research.xlsx
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- FA500019RA002
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Paving Requirements, Joint Base Elmendorf-Richardson (JBER), AK Market Research - Economic Price Adjustment (EPA) CLINS
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Roadway
| FA500019RA002 PAVING REQUIREMENTS JBER ALASKA | ||||||
| Economic Price Adjustment (EPA) Market Research Fuel and Asphalt | ||||||
| Place an X at Item No. You Consider an EPA CLIN for FUEL and ASPHALT for Roadway | ||||||
| STANDARD BID ITEMS - ROADWAY ITEMS | ||||||
| Project Name: | Project Number: | |||||
| Year | Item No. | Pay Item | Pay Unit | Quantity | FUEL | ASPHALT |
| 1 | 201(1) | Clearing and Grubbing | Acre | 2.00 | ||
| 1 | 201(2) | Hand Clearing | Acre | 1.50 | ||
| 1 | 201(3) | Selective Tree Removal | Each | 10.00 | ||
| 1 | 202(1) | Removal of Pavement | SY-In | 225,000.00 | ||
| 1 | 202(2) | Pavement Planing | SY-In | 140,000.00 | ||
| 1 | 202(3) | Removal of Sidewalk | SY | 1,000.00 | ||
| 1 | 202(4) | Removal of Culvert Pipe | LF | 500.00 | ||
| 1 | 202(5) | Removal of Sanitary Sewer Pipe | LF | 250.00 | ||
| 1 | 202(6) | Removal of Manhole | EA | 8.00 | ||
| 1 | 202(7) | Removal of Junction Box | EA | 12.00 | ||
| 1 | 202(8) | Removal of Inlet | EA | 10.00 | ||
| 1 | 202(9) | Removal of Curb and Gutter | LF | 3,000.00 | ||
| 1 | 202(10) | Removal of Underground Storage Tank | EA | 4.00 | ||
| 1 | 202(11) | Removal of Concrete Vault | EA | 4.00 | ||
| 1 | 202(12) | Saw Cut Existing Asphalt | LF-In | 80,000.00 | ||
| 1 | 202(13) | Saw Cut Existing Concrete | LF-In | 40,000.00 | ||
| 1 | 202(14) | Remove Plain Concrete | CY | 6,000.00 | ||
| 1 | 202(15) | Remove Reinforced Concrete | CY | 8,000.00 | ||
| 1 | 203(1) | Common Excavation | CY | 20,000.00 | ||
| 1 | 203(2) | Unclassified Excavation | CY | 30,000.00 | ||
| 1 | 203(3) | Muck Excavation | CY | 5,000.00 | ||
| 1 | 203(4A) | Borrow, Type A | Ton | 23,000.00 | ||
| 1 | 203(4B) | Borrow, Type B | Ton | 5,000.00 | ||
| 1 | 203(4C) | Borrow, Type C | Ton | 40,000.00 | ||
| 1 | 203(5) | Usable Roadway Excavation | CY | 10,000.00 | ||
| 1 | 203(6) | Ditch Linear Grading | LF | 10,000.00 | ||
| 1 | 204(1) | Structure Excavation | CY | 1,000.00 | ||
| 1 | 301(1) | Aggregate Base Course, Grading D-1 | Ton | 7,500.00 | ||
| 1 | 301(2) | Aggregate Surface Course, Grading E-1 | Ton | 1,500.00 | ||
| 1 | 306(1) | Asphalt Treated Base (ATB) Course | Ton | 2,000.00 | ||
| 1 | 308(1) | Crushed Asphalt Base Course | SY-In | 2,000.00 | ||
| 1 | 308(2) | CSS-1 Asphalt for Base Course | Ton | 7,500.00 | ||
| 1 | 401(1A) | HMA, Type II; Class A | Ton | 12,000.00 | ||
| 1 | 401(1B) | HMA, Type II; Class B | Ton | 5,000.00 | ||
| 1 | 401(2) | Joint Adhesive | LF | 15,000.00 | ||
| 1 | 401(3) | Crack Repair | LF | 150.00 | ||
| 1 | 408(1) | HMA, Type VH | Ton | 8,000.00 | ||
| 1 | 410(1) | HMA, SBS Modified | Ton | 10,000.00 | ||
| 1 | 501(1) | Class A Concrete | CY | 3,500.00 | ||
| 1 | 501(2) | Class A-A Concrete | CY | 1,250.00 | ||
| 1 | 501(3) | Class W Concrete | CY | 500.00 | ||
| 1 | 501(4) | Reseal Existing Joint | LF | 2,000.00 | ||
| 1 | 503(1) | Reinforcing Steel | Pound | 25,000.00 | ||
| 1 | 503(2) | Epoxy Coated Reinforcing Steel | Pound | 1,750.00 | ||
| 1 | 503(3) | Welded Wire Fabric | Pound | 5,000.00 | ||
| 1 | 503(4) | Drill and Bond Dowels | Each | 600.00 | ||
| 1 | 603(1) | 12 Inch CSP | LF | 250.00 | ||
| 1 | 603(2) | End Section for 12 Inch CSP | EA | 2.00 | ||
| 1 | 603(3) | 18 Inch CSP | LF | 100.00 | ||
| 1 | 603(4) | End Section for 18 Inch CSP | EA | 2.00 | ||
| 1 | 603(5) | 24 Inch CSP | LF | 100.00 | ||
| 1 | 603(6) | End Section for 24 Inch CSP | EA | 2.00 | ||
| 1 | 603(7) | 36 Inch CSP | LF | 50.00 | ||
| 1 | 603(8) | End Section for 36 Inch CSP | EA | 2.00 | ||
| 1 | 603(9) | 18 Inch Corrugated Aluminum Pipe | LF | 150.00 | ||
| 1 | 603(10) | End Section for 18 Inch Corrugated Aluminum Pipe | EA | 2.00 | ||
| 1 | 603(11) | 24 Inch Corrugated Aluminum Pipe | LF | 250.00 | ||
| 1 | 603(12) | End Section for 24 Inch Corrugated Aluminum Pipe | EA | 2.00 | ||
| 1 | 603(13) | 36 Inch Corrugated Aluminum Pipe | LF | 100.00 | ||
| 1 | 603(14) | End Section for 36 Inch Corrugated Aluminum Pipe | EA | 2.00 | ||
| 1 | 603(15) | 18 Inch Corrugated Polyethylene Pipe | LF | 1,200.00 | ||
| 1 | 603(16) | End Section for 18 Inch Corrugated Polyethylene Pipe | EA | 8.00 | ||
| 1 | 603(17) | 24 Inch Corrugated Polyethylene Pipe | LF | 1,200.00 | ||
| 1 | 603(18) | End Section for 24 Inch Corrugated Polyethylene Pipe | EA | 8.00 | ||
| 1 | 603(19) | 36 Inch Corrugated Polyethylene Pipe | LF | 500.00 | ||
| 1 | 603(20) | End Section for 36 Inch Corrugated Polyethylene Pipe | EA | 2.00 | ||
| 1 | 604(1) | Storm Sewer Manhole, Type I | EA | 3.00 | ||
| 1 | 604(2) | Storm Sewer Manhole, Type II | EA | 5.00 | ||
| 1 | 604(3) | Storm Sewer Manhole, Type III | EA | 1.00 | ||
| 1 | 604(4) | Sanitary Sewer Manhole, Type A | EA | 2.00 | ||
| 1 | 604(5) | Sanitary Sewer Manhole, Type B | EA | 1.00 | ||
| 1 | 604(6) | Sanitary Sewer Manhole, Type C | EA | 1.00 | ||
| 1 | 604(7) | Reconstruct Existing Manhole | EA | 5.00 | ||
| 1 | 604(8) | Adjust Existing ManholeCone | EA | 15.00 | ||
| 1 | 604(9) | Adjust Existing Manhole Ring | EA | 12.00 | ||
| 1 | 604(10) | Inlet, Curb | EA | 6.00 | ||
| 1 | 604(11) | Inlet, Beehive | EA | 2.00 | ||
| 1 | 604(12) | Inlet, Grate | EA | 2.00 | ||
| 1 | 604(13) | Relocate Inlet | EA | 1.00 | ||
| 1 | 604(14) | Relocate Manhole | EA | 2.00 | ||
| 1 | 604(15) | Storm Drain Cleanout | EA | 5.00 | ||
| 1 | 606(1) | W-Beam Guardrail | LF | 150.00 | ||
| 1 | 606(2) | Thrie Beam Guardrail | LF | 150.00 | ||
| 1 | 606(3) | Remove and Dispose of Guardrail | LF | 200.00 | ||
| 1 | 606(4) | Double-faced, W-Beam Guardrail | LF | 50.00 | ||
| 1 | 606(5) | Short Radius Guardrail | EA | 4.00 | ||
| 1 | 606(6) | Slotted Rail Terminal (SRT-350) | EA | 2.00 | ||
| 1 | 606(7) | Extruder Terminal (ET-2000) | EA | 2.00 | ||
| 1 | 606(8) | Parallel Guardrail Terminal | EA | 4.00 | ||
| 1 | 606(9) | Transition Rail | EA | 2.00 | ||
| 1 | 606(10) | Steel Bollard - Fixed | EA | 2.00 | ||
| 1 | 606(11) | Steel Bollard - Removable | EA | 1.00 | ||
| 1 | 606(12) | Wood Bollard - Fixed | EA | 2.00 | ||
| 1 | 606(13) | Wood Bollard - Removable | EA | 1.00 | ||
| 1 | 607(1) | Barbed Wire | LF | 500.00 | ||
| 1 | 607(2) | Woven Wire Fence | LF | 200.00 | ||
| 1 | 607(3) | Chain Link Fence | LF | 1,000.00 | ||
| 1 | 607(4) | Double Swing Gate (20' Opening) | EA | 4.00 | ||
| 1 | 607(5) | Pedestrian Gate (4' Opening) | EA | 6.00 | ||
| 1 | 608(1) | Concrete Sidewalk, 6 inches thick | SY | 800.00 | ||
| 1 | 608(2) | Asphalt Pathway | Ton | 125.00 | ||
| 1 | 608(3) | Curb Ramp | EA | 8.00 | ||
| 1 | 608(4) | Curb Nose | EA | 12.00 | ||
| 1 | 609(1) | Curb and Gutter (All Types) | LF | 5,000.00 | ||
| 1 | 609(2) | Valley Gutter | LF | 200.00 | ||
| 1 | 609(3) | Backing Curb | LF | 100.00 | ||
| 1 | 609(4) | Concrete Parking Bumper | EA | 18.00 | ||
| 1 | 610(1) | Ditch Lining | CY | 200.00 | ||
| 1 | 611(1) | Riprap, Class I | CY | 150.00 | ||
| 1 | 611(2) | Riprap, Class II | CY | 80.00 | ||
| 1 | 611(3) | Riprap, Class III | CY | 30.00 | ||
| 1 | 611(4) | Riprap, Class IV | CY | 10.00 | ||
| 1 | 614(1) | Concrete "F" Shaped Barrier | LF | 100.00 | ||
| 1 | 615(1) | Standard Sign | SF | 55.00 | ||
| 1 | 615(2) | Remove and Relocate Existing Sign | EA | 4.00 | ||
| 1 | 615(3) | Delineator, Rigid | EA | 100.00 | ||
| 1 | 615(4) | Delineator, Flexible | EA | 100.00 | ||
| 1 | 615(5) | Salvage Sign | EA | 18.00 | ||
| 1 | 616(1) | 3/4 Inch Diameter Thaw Pipe | LF | 25.00 | ||
| 1 | 618(1) | Seeding | Acre | 1.50 | ||
| 1 | 619(1) | Mulching | SY | 25.00 | ||
| 1 | 619(2) | Matting | SY | 150.00 | ||
| 1 | 620(1) | Topsoil, 4-inches thick | SY | 550.00 | ||
| 1 | 621(1) | Tree, White Spruce (2 inch caliper) | EA | 2.00 | ||
| 1 | 621(2) | Tree, Lodgepole Pine (2 inch caliper) | EA | 2.00 | ||
| 1 | 621(3) | Tree, Amur Maple (2 inch caliper) | EA | 2.00 | ||
| 1 | 621(4) | Tree, Siberian Larch (2 inch caliper) | EA | 2.00 | ||
| 1 | 621(5) | Tree, Siberian Fir (2 inch caliper) | EA | 2.00 | ||
| 1 | 621(6) | Tree, Blue Colorado Spruce (5-6 feet tall) | EA | 2.00 | ||
| 1 | 621(7) | Tree, Weeping Birch (2 inch caliper) | EA | 2.00 | ||
| 1 | 621(8) | Tree, Paper Birch (2 inch caliper) | EA | 2.00 | ||
| 1 | 621(9) | Willow Stakes | EA | 100.00 | ||
| 1 | 622(1) | Boulder, 4-Foot Diameter | EA | 6.00 | ||
| 1 | 623(1) | Lawn Sod | SY | 100.00 | ||
| 1 | 625(1) | Pipe Hand Rail | LF | 100.00 | ||
| 1 | 626(1) | Sanitary Sewer Conduit, 4 Inch PVC | LF | 200.00 | ||
| 1 | 626(1A) | Sanitary Sewer Conduit, PVC Incremental Inch | LF | 50.00 | ||
| 1 | 626(2) | Sanitary Sewer Conduit, 4 Inch HDPE | LF | 100.00 | ||
| 1 | 626(2A) | Sanitary Sewer Conduit, HDPE Incremental Inch | LF | 20.00 | ||
| 1 | 626(3) | Sanitary Sewer Conduit, 4 Inch Ductile Iron | LF | 50.00 | ||
| 1 | 626(3A) | Sanitary Sewer Conduit, Ductile Iron Incremental Inch | LF | 20.00 | ||
| 1 | 626(4) | Sewer Service Connection | LF | 50.00 | ||
| 1 | 627(1) | Fire Hydrant Adjustment | EA | 2.00 | ||
| 1 | 627(2) | Fire Hydrant Installation | EA | 1.00 | ||
| 1 | 627(3) | Fire Hydrant Relocation | EA | 1.00 | ||
| 1 | 627(4) | Fire Hydrant Removal | EA | 1.00 | ||
| 1 | 627(5) | Adjustment of Valve Box | EA | 20.00 | ||
| 1 | 630(1) | Geotextile, Separation, Class 3 | SY | 20,000.00 | ||
| 1 | 630(2) | Geotextile, Stabilization, Class 1 | SY | 1,000.00 | ||
| 1 | 630(3) | Geotextile, Reinforcement, Type 1 | SY | 100.00 | ||
| 1 | 630(4) | Geotextile, Reinforcement, Type 2 | SY | 100.00 | ||
| 1 | 631(1) | Geotextile, Drainage, Class 2 | SY | 750.00 | ||
| 1 | 631(2) | Geotextile, Erosion Control, Class 1 | SY | 500.00 | ||
| 1 | 632(1) | Paving Fabric | SY | 500.00 | ||
| 1 | 633(1) | Silt Fence | LF | 2,000.00 | ||
| 1 | 635(1) | Insulation Board | SF | 14,000.00 | ||
| 1 | 639(1) | Driveway | EA | 10.00 | ||
| 1 | 639(2) | Approach | EA | 15.00 | ||
| 1 | 641(1) | Erosion, Sediment and Pollution Control | EA | 8.00 | ||
| 1 | 642(1) | Construction Surveying | EA | 7.00 | ||
| 1 | 642(2) | Three Person Survey Party | HR | 120.00 | ||
| 1 | 642(3) | Set Primary Monument | EA | 1.00 | ||
| 1 | 642(4) | Set Secondary Monument | EA | 1.00 | ||
| 1 | 642(5) | Adjust Existing Monument | EA | 1.00 | ||
| 1 | 642(6) | Monument Case | EA | 1.00 | ||
| 1 | 642(7) | Adjust Existing Monument Case | EA | 1.00 | ||
| 1 | 643(1) | Traffic Maintenance | Day | 50.00 | ||
| 1 | 643(2) | Construction Sign | EA | 120.00 | ||
| 1 | 643(3) | Type II Barricade | EA | 12.00 | ||
| 1 | 643(4) | Type III Barricade | EA | 8.00 | ||
| 1 | 643(5) | Traffic Cone/Tubular Marker | EA | 120.00 | ||
| 1 | 643(6) | Plastic Safety Fence | LF | 500.00 | ||
| 1 | 643(7) | Drum | EA | 200.00 | ||
| 1 | 643(8) | Sequential Arrow Panel, Type C | EA | 2.00 | ||
| 1 | 643(9) | Special Construction Signs | SF | 195.00 | ||
| 1 | 643(10) | Portable Concrete Barrier | EA | 2.00 | ||
| 1 | 643(11) | Temporary Crash Cushion | EA | 1.00 | ||
| 1 | 643(12) | Interim Pavement Markings | LF | 250.00 | ||
| 1 | 643(13) | Flagging | HR | 160.00 | ||
| 1 | 643(14) | Street Sweeping | HR | 6.00 | ||
| 1 | 643(15) | Portable Changeable Message Board Sign | Day | 60.00 | ||
| 1 | 660(1) | Temporary Signalization | EA | 1.00 | ||
| 1 | 660(2) | Temporary Illumination | EA | 1.00 | ||
| 1 | 660(3) | Slip Base Luminaire Pole | EA | 6.00 | ||
| 1 | 660(4) | Fixed Base Luminaire Pole | EA | 2.00 | ||
| 1 | 660(5) | Signal Mast Arm Pole | EA | 2.00 | ||
| 1 | 660(6) | Combination Signal/Luminaire Pole | EA | 2.00 | ||
| 1 | 660(7) | Signal Pedestal Pole - Flange Base | EA | 4.00 | ||
| 1 | 660(8) | Signal Pedestal Pole - Slip Base | EA | 4.00 | ||
| 1 | 660(9) | Pedestrian Pushbutton Pole | EA | 2.00 | ||
| 1 | 660(10) | Signal Mast Arm | EA | 4.00 | ||
| 1 | 660(11) | Luminaire Arm | EA | 8.00 | ||
| 1 | 662(1) | Cast-In-Place Luminaire Pole Foundation | EA | 4.00 | ||
| 1 | 662(2) | Driven Pile Luminaire Pole Foundation | LF | 4.00 | ||
| 1 | 662(3) | Controller Cabinet Foundation | EA | 1.00 | ||
| 1 | 662(4) | Signal Mast Arm Pole Foundation | EA | 4.00 | ||
| 1 | 662(5) | Signal Pedestal Pole Foundation | EA | 4.00 | ||
| 1 | 662(6) | Pedestrian Pushbutton Pole Foundation | EA | 2.00 | ||
| 1 | 662(7) | Load Center Foundation | EA | 1.00 | ||
| 1 | 664(1) | GRSC Steel Conduit (3-inch) | LF | 6,250.00 | ||
| 1 | 664(2) | Schedule 40 PVC Conduit (2-inch) | LF | 3,000.00 | ||
| 1 | 664(3) | Schedule 40 HDPE Conduit (2-inch) | LF | 2,000.00 | ||
| 1 | 665(1) | Junction Box, Type 1A | EA | 6.00 | ||
| 1 | 665(2) | Junction Box, Type II | EA | 4.00 | ||
| 1 | 665(3) | Junction Box, Type III | EA | 4.00 | ||
| 1 | 665(4) | Adjust Junction Box to Grade | EA | 12.00 | ||
| 1 | 666(1) | Post-Mounted Load Center Overhead Service, Type 3 | EA | 1.00 | ||
| 1 | 666(2) | Post-Mounted Load Center Underground Service, Type 2 | EA | 1.00 | ||
| 1 | 666(3) | Single-Meter Load Center Enclosure, Type 1 | EA | 1.00 | ||
| 1 | 666(4) | Single-Meter Load Center Enclosure, Type 1A | EA | 1.00 | ||
| 1 | 666(5) | Pole-Mounted Photocell Installation, Complete | EA | 1.00 | ||
| 1 | 666(6) | 120/240 - 240/480 Transformer | EA | 1.00 | ||
| 1 | 667(1) | TS2-1 Controller Unit | EA | 1.00 | ||
| 1 | 668(1) | Install Loop Detector - New Work | EA | 12.00 | ||
| 1 | 668(2) | Install Loop Detector - Existing Pavement | EA | 2.00 | ||
| 1 | 668(3) | Install Optical Preemtion Detector | EA | 1.00 | ||
| 1 | 668(4) | Install Radar Detector | EA | 1.00 | ||
| 1 | 668(5) | Install Ultrasonic Detector | EA | 1.00 | ||
| 1 | 669(1) | 8 Inch (3,4,5) Face Signal Head | EA | 4.00 | ||
| 1 | 669(2) | 12 Inch (3,4,5) Face Signal Head | EA | 4.00 | ||
| 1 | 669(3) | Remove and Relocate Existing Signal Head | EA | 2.00 | ||
| 1 | 670(1) | Single Stripe | LF | 500.00 | ||
| 1 | 670(2) | Double or Wide Stripe | LF | 1,500.00 | ||
| 1 | 670(3) | Transverse Pavement Marking Lines | SF | 1,200.00 | ||
| 1 | 670(4) | Transverse Markings, Words and Symbols | EA | 8.00 | ||
| 1 | 670(5) | Preformed Pavement Markings | LF | 500.00 | ||
| 1 | 670(6) | Raised Pavement Marker | EA | 150.00 | ||
| 1 | 670(7) | Recessed Pavement Marker | EA | 100.00 | ||
| 1 | 670(8) | Removal of Pavement Markings | SF | 2,000.00 | ||
| 1 | 670(9) | MMA Pavement Markings, Longitudinal Surface Applied | LF | 1,000.00 | ||
| 1 | 670(10) | MMA Pavement Markings, Longitudinal Inlaid | LF | 1,250.00 | ||
| 1 | 670(11) | MMA Pavement Markings, Symbols and Arrow(s) Inlaid | EA | 8.00 | ||
| 1 | 670(12) | MMA Pavement Markings, Transverse Inlaid | LF | 48.00 | ||
| 1 | 671(1) | Pedestrian Signal Head | EA | 2.00 | ||
| 1 | 671(2) | Remove and Relocate Pedestrian Signal Head | EA | 1.00 | ||
| 1 | 671(3) | Pedestrian Pushbutton Assembly | EA | 1.00 | ||
| 1 | 671(4) | Remove and Relocate Pedestrian Pushbutton Assembly | EA | 1.00 | ||
| 1 | 672(2) | Luminaire (LED) | EA | 4.00 | ||
| 1 | 673(1) | Interconnect Cabinet | EA | 1.00 | ||
| 1 | 682(1) | Utility Potholing | HR | 25.00 | ||
| 1 | 683(1) | Exploratory Hole (Excavate) | EA | 4.00 | ||
| 1 | 683(2) | Exploratory Hole (Dril) | EA | 2.00 | ||
| 1 | 683(3) | Geotechnical Report | EA | 4.00 | ||
| 1 | 684(1) | Test Contaminated Soil | EA | 1.00 | ||
| 1 | 684(2) | Remediate Contaminated Soil | Ton | 1.00 | ||
| 1 | 685(1) | Soil and Aggregate (Initial Acceptance) | EA | 2.00 | ||
| 1 | 685(2) | Soil and Aggregate (Ongoing Acceptance) | EA | 12.00 | ||
| 1 | 685(3) | Soil in-place Density Testing | EA | 100.00 | ||
| 1 | 685(4) | Concrete Cylinders | EA | 12.00 | ||
| 1 | 685(5) | Concrete (Additional Cylinder) | EA | 6.00 | ||
| 1 | 685(6) | Concrete Beams | EA | 8.00 | ||
| 1 | 685(7) | Concrete (Additional Beam) | EA | 6.00 | ||
| 1 | 685(8) | Asphalt Testing | EA | 12.00 | ||
| 1 | 685(9) | Asphalt Density Testing (Mat or Joint) | EA | 22.00 |
| Subtotal | $0.00 | ||
| Prepared by: | Bonding Premium | $0.00 | |
| Prepared date: | Estimated Total | $0.00 | 11,651,042.06 |
Airfield
| FA500019RA002 PAVING REQUIREMENTS JBER ALASKA | ||||||
| Economic Price Adjustment (EPA) Market Research Fuel and Asphalt | ||||||
| Place an X at Item No. You Consider an EPA CLIN for FUEL and ASPHALT for Airfield | ||||||
| STANDARD BID ITEMS AIRFIELD | ||||||
| Project Name: | Project Number: | |||||
| Year | Item No. | Pay Item | Pay Unit | Quantity | FUEL | ASPHALT |
| 1 | 301(3) | Crushed Aggregate Base Course for Airfields, Grading D-1 | Ton | 12,000.00 | ||
| 1 | 301(4) | Crushed Aggregate Base Course for Airfields, Grading C-1 | Ton | 2,500.00 | ||
| 1 | 306(2) | Asphalt Treated Base (ATB) Course for Airfields | Ton | 4,500.00 | ||
| 1 | 308(3) | Crushed Asphalt Base Course for Airfields | Ton | 8,000.00 | ||
| 1 | 308(4) | CSS-1 Asphalt for Base Course on Airfields | Ton | 4,000.00 | ||
| 1 | 403(1) | Joint Sealing, Bituminous Pavement | LF | 325.00 | ||
| 1 | 404(1) | Jet Fuel Resistant Seal Coat | SY | 45.00 | ||
| 1 | 404(2) | Trowel Applied Jet Fuel Resistant Seal Coat | SY | 45.00 | ||
| 1 | 409(1) | Airfield HMA, Surface Course | Ton | 7,000.00 | ||
| 1 | 409(2) | Airfield HMA, Intermediate Course | Ton | 7,000.00 | ||
| 1 | 409(3) | Airfield HMA, Shoulders | TON | 4,000.00 | ||
| 1 | 502(1) | Concrete for Airfields (Taxiways and Runways) | CY | 1,000.00 | ||
| 1 | 502(2) | Concrete for Airfields (Hardstands and other Slabs) | CY | 3,000.00 | ||
| 1 | 504(1) | Joint Sealant, Two Component, Cold Applied | LF | 500.00 | ||
| 1 | 504(2) | Joint Sealant, Non-Jet Fuel Resistant, Hot Applied | LF | 250.00 | ||
| 1 | 504(3) | Joint Sealant, Cold Applied Silicone | LF | 100.00 | ||
| 1 | 601(1) | Pavement Grooving - Asphalt | SY | 28,000.00 | ||
| 1 | 601(2) | Pavement Grooving - Concrete | SY | 4,250.00 | ||
| 1 | 602(1) | Tie Down/Grounding Anchor - New Concrete Installation | EA | 14.00 | ||
| 1 | 602(2) | Tie Down/Grounding Anchor - Existing Concrete Installation | EA | 4.00 | ||
| 1 | 605(1) | Aircraft Rated Concrete Manhole | EA | 3.00 | ||
| 1 | 605(2) | Aircraft Rated Concrete Catch Basin | EA | 3.00 | ||
| 1 | 612(1) | JBD - Non-afterburner Full Power | LF | 50.00 | ||
| 1 | 612(2) | JBD - Full Power Afterburner | LF | 50.00 | ||
| 1 | 612(3) | JBD - Taxiway/Breakaway | LF | 50.00 | ||
| 1 | 615(6) | Taxiway Guidance Sign | SF | 200.00 | ||
| 1 | 615(7) | Runway Distance Remaining Sign | EA | 4.00 | ||
| 1 | 615(8) | Arresting Gear Marker | EA | 2.00 | ||
| 1 | 643(17) | Airfield Gate Watch | HR | 450.00 | ||
| 1 | 660(12) | Flush Runway Centerline Light. L-850A or L-850B | EA | 8.00 | ||
| 1 | 660(13) | Flush Taxiway Centerline Light. L-852A, B, E, or G | EA | 8.00 | ||
| 1 | 660(14) | Med. Intensity Runway Edge and Threshold Light, L-861 or L-861E | EA | 10.00 | ||
| 1 | 660(15) | High Intensity Runway Edge or Threshold Light, L-862 or L-862E | EA | 12.00 | ||
| 1 | 660(16) | Taxiway Edge Light, L-861T | EA | 4.00 | ||
| 1 | 660(17) | Base Assembly, L-867 | EA | 20.00 | ||
| 1 | 660(18) | Base Assembly, L-868 | EA | 20.00 | ||
| 1 | 660(19) | Remove Existing Runway or Taxiway Light Base | EA | 28.00 | ||
| 1 | 660(20) | Adjust Existing Airfield Light Structure | EA | 45.00 | ||
| 1 | 661(1) | UG Cable [6 Gauge] AWG, Copper, 5kV type "B" or "C", L-824 | LF | 4,500.00 | ||
| 1 | 661(2) | UG Cable [6 Gauge] AWG, Copper, 600V, type "C", L-824 | LF | 4,500.00 | ||
| 1 | 661(3) | [6 Gauge] Bare Copper Ground Conductor | LF | 450.00 | ||
| 1 | 661(4) | Ground Rod | EA | 45.00 | ||
| 1 | 661(5) | UG Cable #14 AWG, 2 Cond., Copper, 600V, Type "SOOW-A/SOOW" | LF | 1,250.00 | ||
| 1 | 664(4) | 2-inch PVC Conduit | LF | 400.00 | ||
| 1 | 664(5) | 4-inch PVC Conduit | LF | 650.00 | ||
| 1 | 664(6) | 2-inch HDPE Conduit | LF | 200.00 | ||
| 1 | 664(7) | 4-inch HDPE Conduit | LF | 200.00 | ||
| 1 | 664(8) | 2-inch Steel Conduit | LF | 125.00 | ||
| 1 | 664(9) | 4-inch Steel Conduit | LF | 150.00 | ||
| 1 | 670(13) | Runway and Taxiway Painting | SF | 1,450.00 | ||
| 1 | 670(14) | Remove Pavement Markings | SF | 475.00 |
| Subtotal | $0.00 | |
| Prepared by: | Bonding Premium | $0.00 |
| Prepared date: | Estimated Total | $0.00 |
File details come from the government source that posted it.