Attachment 9 Exhibit A Price Schedule.xlsx
XLSX spreadsheet 59 KB Posted
- Attached to
- JBER Paving IDIQ 2021 Federal contract opportunity
- Solicitation number
- FA500021R0008
About this file
This solicitation and related documents outline requirements for a paving indefinite delivery indefinite quantity contract to be awarded through the 8(a) program. Key details include the scope of work such as airfield and roadway paving, joint sealing, and pavement marking. A site visit will be held on February 5, 2021 at Building 5257 at Joint Base Elmendorf Richardson to review a seed project. Responses are due through the SBA Alaska District Office by the assigned SBA requirement number. The contract value ranges from $2,000 to $149,999,999 over a five year base period and one two year option. The soliciting agency is the Department of the Air Force Pacific Air Forces.
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Text version
Tab 1- Roadway
| 673 CIVIL ENGINEERING SQUADRON FA500021R0008 JBER Paving Attachment 9 - Price Schedule | |||||||
| LINE ITEM PRICE SCHEDULE - SSRC 2019 EDITION - ROADWAY ITEMS | |||||||
| Project Number: | |||||||
| Item No. | Pay Item | Pay Unit | Quantity | Unit Price | |||
| CY 2021 | Unit Price | ||||||
| CY 2022 | Unit Price | ||||||
| CY 2023 | Unit Price | ||||||
| CY 2024 | Unit Price | ||||||
| CY 2024 | Unit Price | ||||||
| CY 2025 | Unit Price | ||||||
| CY 2026 | Total Evaluated Price | ||||||
| 201(1) | Clearing and Grubbing | Acre | 14 | $ - 0 | |||
| 201(2) | Hand Clearing | Acre | 11 | - 0 | |||
| 201(3) | Selective Tree Removal | Each | 70 | - 0 | |||
| 202(1) | Removal of Pavement | SY-In | 1,750,000 | - 0 | |||
| 202(2) | Pavement Planing | SY-In | 1,050,000 | - 0 | |||
| 202(3) | Removal of Sidewalk | SY | 7,000 | - 0 | |||
| 202(4) | Removal of Culvert Pipe | LF | 3,500 | - 0 | |||
| 202(5) | Removal of Sanitary Sewer Pipe | LF | 1,750 | - 0 | |||
| 202(6) | Removal of Manhole | EA | 56 | - 0 | |||
| 202(7) | Removal of Junction Box | EA | 84 | - 0 | |||
| 202(8) | Removal of Inlet | EA | 70 | - 0 | |||
| 202(9) | Removal of Curb and Gutter | LF | 21,000 | - 0 | |||
| 202(10) | Removal of Underground Storage Tank | EA | 28 | - 0 | |||
| 202(11) | Removal of Concrete Vault | EA | 28 | - 0 | |||
| 202(12) | Saw Cut Existing Asphalt | LF-In | 560,000 | - 0 | |||
| 202(13) | Saw Cut Existing Concrete | LF-In | 280,000 | - 0 | |||
| 202(14) | Remove Plain Concrete | CY | 42,000 | - 0 | |||
| 202(15) | Remove Reinforced Concrete | CY | 56,000 | - 0 | |||
| 203(1) | Common Excavation | CY | 175,000 | - 0 | |||
| 203(2) | Unclassified Excavation | CY | 280,000 | - 0 | |||
| 203(3) | Muck Excavation | CY | 70,000 | - 0 | |||
| 203(4A) | Borrow, Type A | Ton | 161,000 | - 0 | |||
| 203(4B) | Borrow, Type B | Ton | 84,000 | - 0 | |||
| 203(4C) | Borrow, Type C | Ton | 280,000 | - 0 | |||
| 203(5) | Usable Roadway Excavation | CY | 70,000 | - 0 | |||
| 203(6) | Ditch Linear Grading | LF | 70,000 | - 0 | |||
| 204(1) | Structure Excavation | CY | 7,000 | - 0 | |||
| 301(1) | Aggregate Base Course, Grading D-1 | Ton | 56,000 | - 0 | |||
| 301(2) | Aggregate Surface Course, Grading E-1 | Ton | 10,500 | - 0 | |||
| 306(1) | Asphalt Treated Base (ATB) Course | Ton | 14,000 | - 0 | |||
| 308(1) | Crushed Asphalt Base Course | Ton | 14,000 | - 0 | |||
| 308(2) | CSS-1 Asphalt for Base Course | Ton | 52,500 | - 0 | |||
| 401(1A) | HMA, Type II; Class A | Ton | 84,000 | - 0 | |||
| 401(1B) | HMA, Type II; Class B | Ton | 35,000 | - 0 | |||
| 401(2) | Joint Adhesive | LF | 105,000 | - 0 | |||
| 401(3) | Crack Repair | LF | 1,050 | - 0 | |||
| 408(1) | HMA, Type VH | Ton | 56,000 | - 0 | |||
| 411(1) | Asphalt Material Price Adjustment | Con. Sum | - 0 | - 0 | |||
| 501(1) | Class A Concrete | CY | 24,500 | - 0 | |||
| 501(2) | Class A-A Concrete | CY | 8,750 | - 0 | |||
| 501(3) | Class W Concrete | CY | 3,500 | - 0 | |||
| 501(4) | Reseal Existing Joint | LF | 14,000 | - 0 | |||
| 503(1) | Reinforcing Steel | Pound | 175,000 | - 0 | |||
| 503(2) | Epoxy Coated Reinforcing Steel | Pound | 12,250 | - 0 | |||
| 503(3) | Welded Wire Fabric | Pound | 35,000 | - 0 | |||
| 503(4) | Drill and Bond Dowels | Each | 4,200 | - 0 | |||
| 603(1) | 12 Inch CSP | LF | 1,750 | - 0 | |||
| 603(2) | End Section for 12 Inch CSP | EA | 14 | - 0 | |||
| 603(3) | 18 Inch CSP | LF | 700 | - 0 | |||
| 603(4) | End Section for 18 Inch CSP | EA | 14 | - 0 | |||
| 603(5) | 24 Inch CSP | LF | 700 | - 0 | |||
| 603(6) | End Section for 24 Inch CSP | EA | 14 | - 0 | |||
| 603(7) | 36 Inch CSP | LF | 350 | - 0 | |||
| 603(8) | End Section for 36 Inch CSP | EA | 14 | - 0 | |||
| 603(9) | 18 Inch Corrugated Aluminum Pipe | LF | 1,050 | - 0 | |||
| 603(10) | End Section for 18 Inch Corrugated Aluminum Pipe | EA | 14 | - 0 | |||
| 603(11) | 24 Inch Corrugated Aluminum Pipe | LF | 1,750 | - 0 | |||
| 603(12) | End Section for 24 Inch Corrugated Aluminum Pipe | EA | 14 | - 0 | |||
| 603(13) | 36 Inch Corrugated Aluminum Pipe | LF | 700 | - 0 | |||
| 603(14) | End Section for 36 Inch Corrugated Aluminum Pipe | EA | 14 | - 0 | |||
| 603(15) | 18 Inch Corrugated Polyethylene Pipe | LF | 8,400 | - 0 | |||
| 603(16) | End Section for 18 Inch Corrugated Polyethylene Pipe | EA | 56 | - 0 | |||
| 603(17) | 24 Inch Corrugated Polyethylene Pipe | LF | 10,500 | - 0 | |||
| 603(18) | End Section for 24 Inch Corrugated Polyethylene Pipe | EA | 56 | - 0 | |||
| 603(19) | 36 Inch Corrugated Polyethylene Pipe | LF | 3,500 | - 0 | |||
| 603(20) | End Section for 36 Inch Corrugated Polyethylene Pipe | EA | 14 | - 0 | |||
| 604(1) | Storm Sewer Manhole, Type I | EA | 21 | - 0 | |||
| 604(2) | Storm Sewer Manhole, Type II | EA | 35 | - 0 | |||
| 604(3) | Storm Sewer Manhole, Type III | EA | 7 | - 0 | |||
| 604(4) | Sanitary Sewer Manhole, Type A | EA | 14 | - 0 | |||
| 604(5) | Sanitary Sewer Manhole, Type B | EA | 7 | - 0 | |||
| 604(6) | Sanitary Sewer Manhole, Type C | EA | 7 | - 0 | |||
| 604(7) | Reconstruct Existing Manhole | EA | 35 | - 0 | |||
| 604(8) | Adjust Existing ManholeCone | EA | 105 | - 0 | |||
| 604(9) | Adjust Existing Manhole Ring | EA | 84 | - 0 | |||
| 604(10) | Inlet, Curb | EA | 42 | - 0 | |||
| 604(11) | Inlet, Beehive | EA | 14 | - 0 | |||
| 604(12) | Inlet, Grate | EA | 14 | - 0 | |||
| 604(13) | Relocate Inlet | EA | 7 | - 0 | |||
| 604(14) | Relocate Manhole | EA | 14 | - 0 | |||
| 604(15) | Storm Drain Cleanout | EA | 35 | - 0 | |||
| 604(16) | Install Government Supplied Round Frame | EA | 35 | - 0 | |||
| 604(17) | Install Government Supplied Rectangular Frame | EA | 35 | - 0 | |||
| 606(1) | W-Beam Guardrail | LF | 1,050 | - 0 | |||
| 606(2) | Thrie Beam Guardrail | LF | 1,050 | - 0 | |||
| 606(3) | Remove and Dispose of Guardrail | LF | 1,400 | - 0 | |||
| 606(4) | Double-faced, W-Beam Guardrail | LF | 350 | - 0 | |||
| 606(5) | Short Radius Guardrail | EA | 28 | - 0 | |||
| 606(6) | Slotted Rail Terminal (SRT-350) | EA | 14 | - 0 | |||
| 606(7) | Extruder Terminal (ET-2000) | EA | 14 | - 0 | |||
| 606(8) | Parallel Guardrail Terminal | EA | 28 | - 0 | |||
| 606(9) | Transition Rail | EA | 14 | - 0 | |||
| 606(10) | Steel Bollard - Fixed | EA | 14 | - 0 | |||
| 606(11) | Steel Bollard - Removable | EA | 7 | - 0 | |||
| 606(12) | Wood Bollard - Fixed | EA | 14 | - 0 | |||
| 606(13) | Wood Bollard - Removable | EA | 7 | - 0 | |||
| 607(1) | Barbed Wire | LF | 3,500 | - 0 | |||
| 607(2) | Woven Wire Fence | LF | 1,400 | - 0 | |||
| 607(3) | Chain Link Fence | LF | 7,000 | - 0 | |||
| 607(4) | Double Swing Gate (20' Opening) | EA | 28 | - 0 | |||
| 607(5) | Pedestrian Gate (4' Opening) | EA | 42 | - 0 | |||
| 608(1) | Concrete Sidewalk, 6 inches thick | SY | 7,000 | - 0 | |||
| 608(2) | Asphalt Pathway | Ton | 875 | - 0 | |||
| 608(3) | Curb Ramp | EA | 56 | - 0 | |||
| 608(4) | Curb Nose | EA | 84 | - 0 | |||
| 609(1) | Curb and Gutter (All Types) | LF | 37,100 | - 0 | |||
| 609(2) | Valley Gutter | LF | 1,400 | - 0 | |||
| 609(3) | Backing Curb | LF | 700 | - 0 | |||
| 609(4) | Concrete Parking Bumper | EA | 126 | - 0 | |||
| 610(1) | Ditch Lining | CY | 1,400 | - 0 | |||
| 611(1) | Riprap, Class I | CY | 1,050 | - 0 | |||
| 611(2) | Riprap, Class II | CY | 560 | - 0 | |||
| 611(3) | Riprap, Class III | CY | 210 | - 0 | |||
| 611(4) | Riprap, Class IV | CY | 70 | - 0 | |||
| 614(1) | Concrete "F" Shaped Barrier | LF | 700 | - 0 | |||
| 615(1) | Standard Sign | SF | 385 | - 0 | |||
| 615(2) | Remove and Relocate Existing Sign | EA | 28 | - 0 | |||
| 615(3) | Delineator, Rigid | EA | 700 | - 0 | |||
| 615(4) | Delineator, Flexible | EA | 700 | - 0 | |||
| 615(5) | Salvage Sign | EA | 126 | - 0 | |||
| 616(1) | 3/4 Inch Diameter Thaw Pipe | LF | 175 | - 0 | |||
| 618(1) | Seeding | Acre | 11 | - 0 | |||
| 619(1) | Mulching | SY | 175 | - 0 | |||
| 619(2) | Matting | SY | 1,050 | - 0 | |||
| 620(1) | Topsoil, 4-inches thick | SY | 3,850 | - 0 | |||
| 621(1) | Tree, White Spruce (2 inch caliper) | EA | 14 | - 0 | |||
| 621(2) | Tree, Lodgepole Pine (2 inch caliper) | EA | 14 | - 0 | |||
| 621(3) | Tree, Amur Maple (2 inch caliper) | EA | 14 | - 0 | |||
| 621(4) | Tree, Siberian Larch (2 inch caliper) | EA | 14 | - 0 | |||
| 621(5) | Tree, Siberian Fir (2 inch caliper) | EA | 14 | - 0 | |||
| 621(6) | Tree, Blue Colorado Spruce (5-6 feet tall) | EA | 14 | - 0 | |||
| 621(7) | Tree, Weeping Birch (2 inch caliper) | EA | 14 | - 0 | |||
| 621(8) | Tree, Paper Birch (2 inch caliper) | EA | 14 | - 0 | |||
| 621(9) | Willow Stakes | EA | 700 | - 0 | |||
| 622(1) | Boulder, 4-Foot Diameter | EA | 42 | - 0 | |||
| 623(1) | Lawn Sod | SY | 700 | - 0 | |||
| 625(1) | Pipe Hand Rail | LF | 700 | - 0 | |||
| 626(1) | Sanitary Sewer Conduit, 4 Inch PVC | LF | 1,400 | - 0 | |||
| 626(1A) | Sanitary Sewer Conduit, PVC Incremental Inch | LF | 350 | - 0 | |||
| 626(2) | Sanitary Sewer Conduit, 4 Inch HDPE | LF | 700 | - 0 | |||
| 626(2A) | Sanitary Sewer Conduit, HDPE Incremental Inch | LF | 140 | - 0 | |||
| 626(3) | Sanitary Sewer Conduit, 4 Inch Ductile Iron | LF | 350 | - 0 | |||
| 626(3A) | Sanitary Sewer Conduit, Ductile Iron Incremental Inch | LF | 140 | - 0 | |||
| 626(4) | Sewer Service Connection | LF | 350 | - 0 | |||
| 627(1) | Fire Hydrant Adjustment | EA | 14 | - 0 | |||
| 627(2) | Fire Hydrant Installation | EA | 7 | - 0 | |||
| 627(3) | Fire Hydrant Relocation | EA | 7 | - 0 | |||
| 627(4) | Fire Hydrant Removal | EA | 7 | - 0 | |||
| 627(5) | Adjustment of Valve Box | EA | 175 | - 0 | |||
| 630(1) | Geotextile, Separation, Class 3 | SY | 175,000 | - 0 | |||
| 630(2) | Geotextile, Stabilization, Class 1 | SY | 7,000 | - 0 | |||
| 630(3) | Geotextile, Reinforcement, Type 1 | SY | 700 | - 0 | |||
| 630(4) | Geotextile, Reinforcement, Type 2 | SY | 700 | - 0 | |||
| 631(1) | Geotextile, Drainage, Class 2 | SY | 5,250 | - 0 | |||
| 631(2) | Geotextile, Erosion Control, Class 1 | SY | 3,500 | - 0 | |||
| 632(1) | Paving Fabric | SY | 3,500 | - 0 | |||
| 633(1) | Silt Fence | LF | 14,000 | - 0 | |||
| 635(1) | Insulation Board | SF | 105,000 | - 0 | |||
| 639(1) | Driveway | EA | 70 | - 0 | |||
| 639(2) | Approach | EA | 105 | - 0 | |||
| 641(1) | Erosion, Sediment and Pollution Control | EA | 56 | - 0 | |||
| 642(1) | Construction Surveying | EA | 49 | - 0 | |||
| 642(2) | Three Person Survey Party | HR | 840 | - 0 | |||
| 642(3) | Set Primary Monument | EA | 7 | - 0 | |||
| 642(4) | Set Secondary Monument | EA | 7 | - 0 | |||
| 642(5) | Adjust Existing Monument | EA | 7 | - 0 | |||
| 642(6) | Monument Case | EA | 7 | - 0 | |||
| 642(7) | Adjust Existing Monument Case | EA | 7 | - 0 | |||
| 643(1) | Traffic Maintenance | Day | 420 | - 0 | |||
| 643(2) | Construction Sign | EA | 840 | - 0 | |||
| 643(3) | Type II Barricade | EA | 84 | - 0 | |||
| 643(4) | Type III Barricade | EA | 56 | - 0 | |||
| 643(5) | Traffic Cone/Tubular Marker | EA | 840 | - 0 | |||
| 643(6) | Plastic Safety Fence | LF | 3,500 | - 0 | |||
| 643(7) | Drum | EA | 1,400 | - 0 | |||
| 643(8) | Sequential Arrow Panel, Type C | EA | 14 | - 0 | |||
| 643(9) | Special Construction Signs | SF | 1,365 | - 0 | |||
| 643(10) | Portable Concrete Barrier | EA | 14 | - 0 | |||
| 643(11) | Temporary Crash Cushion | EA | 7 | - 0 | |||
| 643(12) | Interim Pavement Markings | LF | 1,750 | - 0 | |||
| 643(13) | Flagging | HR | 1,120 | - 0 | |||
| 643(14) | Street Sweeping | HR | 42 | - 0 | |||
| 643(15) | Portable Changeable Message Board Sign | Day | 420 | - 0 | |||
| 660(1) | Temporary Signalization | EA | 7 | - 0 | |||
| 660(2) | Temporary Illumination | EA | 7 | - 0 | |||
| 660(3) | Slip Base Luminaire Pole | EA | 42 | - 0 | |||
| 660(4) | Fixed Base Luminaire Pole | EA | 14 | - 0 | |||
| 660(5) | Signal Mast Arm Pole | EA | 14 | - 0 | |||
| 660(6) | Combination Signal/Luminaire Pole | EA | 14 | - 0 | |||
| 660(7) | Signal Pedestal Pole - Flange Base | EA | 28 | - 0 | |||
| 660(8) | Signal Pedestal Pole - Slip Base | EA | 28 | - 0 | |||
| 660(9) | Pedestrian Pushbutton Pole | EA | 14 | - 0 | |||
| 660(10) | Signal Mast Arm | EA | 28 | - 0 | |||
| 660(11) | Luminaire Arm | EA | 56 | - 0 | |||
| 662(1) | Cast-In-Place Luminaire Pole Foundation | EA | 28 | - 0 | |||
| 662(2) | Driven Pile Luminaire Pole Foundation | LF | 28 | - 0 | |||
| 662(3) | Controller Cabinet Foundation | EA | 7 | - 0 | |||
| 662(4) | Signal Mast Arm Pole Foundation | EA | 28 | - 0 | |||
| 662(5) | Signal Pedestal Pole Foundation | EA | 28 | - 0 | |||
| 662(6) | Pedestrian Pushbutton Pole Foundation | EA | 14 | - 0 | |||
| 662(7) | Load Center Foundation | EA | 7 | - 0 | |||
| 664(1) | GRSC Steel Conduit (3-inch) | LF | 45,500 | - 0 | |||
| 664(2) | Schedule 40 PVC Conduit (2-inch) | LF | 21,000 | - 0 | |||
| 664(3) | Schedule 40 HDPE Conduit (2-inch) | LF | 14,000 | - 0 | |||
| 665(1) | Junction Box, Type 1A | EA | 42 | - 0 | |||
| 665(2) | Junction Box, Type II | EA | 28 | - 0 | |||
| 665(3) | Junction Box, Type III | EA | 28 | - 0 | |||
| 665(4) | Adjust Junction Box to Grade | EA | 84 | - 0 | |||
| 666(1) | Post-Mounted Load Center Overhead Service, Type 3 | EA | 7 | - 0 | |||
| 666(2) | Post-Mounted Load Center Underground Service, Type 2 | EA | 7 | - 0 | |||
| 666(3) | Single-Meter Load Center Enclosure, Type 1 | EA | 7 | - 0 | |||
| 666(4) | Single-Meter Load Center Enclosure, Type 1A | EA | 7 | - 0 | |||
| 666(5) | Pole-Mounted Photocell Installation, Complete | EA | 7 | - 0 | |||
| 666(6) | 120/240 - 240/480 Transformer | EA | 7 | - 0 | |||
| 667(1) | TS2-1 Controller Unit | EA | 7 | - 0 | |||
| 668(1) | Install Loop Detector - New Work | EA | 84 | - 0 | |||
| 668(2) | Install Loop Detector - Existing Pavement | EA | 14 | - 0 | |||
| 668(3) | Install Optical Preemtion Detector | EA | 7 | - 0 | |||
| 668(4) | Install Radar Detector | EA | 7 | - 0 | |||
| 668(5) | Install Ultrasonic Detector | EA | 7 | - 0 | |||
| 669(1) | 8 Inch (3,4,5) Face Signal Head | EA | 28 | - 0 | |||
| 669(2) | 12 Inch (3,4,5) Face Signal Head | EA | 28 | - 0 | |||
| 669(3) | Remove and Relocate Existing Signal Head | EA | 14 | - 0 | |||
| 670(1) | Single Stripe | LF | 3,500 | - 0 | |||
| 670(2) | Double or Wide Stripe | LF | 10,500 | - 0 | |||
| 670(3) | Transverse Pavement Marking Lines | SF | 8,400 | - 0 | |||
| 670(4) | Transverse Markings, Words and Symbols | EA | 56 | - 0 | |||
| 670(5) | Preformed Pavement Markings | LF | 3,500 | - 0 | |||
| 670(6) | Raised Pavement Marker | EA | 1,050 | - 0 | |||
| 670(7) | Recessed Pavement Marker | EA | 700 | - 0 | |||
| 670(8) | Removal of Pavement Markings | SF | 14,000 | - 0 | |||
| 670(9) | MMA Pavement Markings, Longitudinal Surface Applied | LF | 7,000 | - 0 | |||
| 670(10) | MMA Pavement Markings, Longitudinal Inlaid | LF | 8,750 | - 0 | |||
| 670(11) | MMA Pavement Markings, Symbols and Arrow(s) Inlaid | EA | 56 | - 0 | |||
| 670(12) | MMA Pavement Markings, Transverse Inlaid | LF | 336 | - 0 | |||
| 671(1) | Pedestrian Signal Head | EA | 14 | - 0 | |||
| 671(2) | Remove and Relocate Pedestrian Signal Head | EA | 7 | - 0 | |||
| 671(3) | Pedestrian Pushbutton Assembly | EA | 7 | - 0 | |||
| 671(4) | Remove and Relocate Pedestrian Pushbutton Assembly | EA | 7 | - 0 | |||
| 672(2) | Luminaire (LED) | EA | 28 | - 0 | |||
| 673(1) | Interconnect Cabinet | EA | 7 | - 0 | |||
| 682(1) | Utility Potholing | HR | 175 | - 0 | |||
| 683(1) | Exploratory Hole (Excavate) | EA | 28 | - 0 | |||
| 683(2) | Exploratory Hole (Dril) | EA | 14 | - 0 | |||
| 683(3) | Geotechnical Report | EA | 28 | - 0 | |||
| 684(1) | Test Contaminated Soil | EA | 7 | - 0 | |||
| 684(2) | Remediate Contaminated Soil | Ton | 7 | - 0 | |||
| 685(1) | Soil and Aggregate (Initial Acceptance) | EA | 14 | - 0 | |||
| 685(2) | Soil and Aggregate (Ongoing Acceptance) | EA | 84 | - 0 | |||
| 685(3) | Soil in-place Density Testing | EA | 700 | - 0 | |||
| 685(4) | Concrete Cylinders | EA | 84 | - 0 | |||
| 685(5) | Concrete (Additional Cylinder) | EA | 42 | - 0 | |||
| 685(6) | Concrete Beams | EA | 56 | - 0 | |||
| 685(7) | Concrete (Additional Beam) | EA | 42 | - 0 | |||
| 685(8) | Asphalt Testing | EA | 84 | - 0 | |||
| 685(9) | Asphalt Density Testing (Mat or Joint) | EA | 154 | - 0 | |||
| 686(1) | Fuel Price Adjustment | Con. Sum | |||||
| Subtotal | $ - 0 | ||||||
| Prepared by: | Bonding Premium | $ - 0 | |||||
| Prepared date: | Total Evaluated Price | $ - 0 |
Tab 2- Airfield
| 673 CIVIL ENGINEERING SQUADRON FA500021R0008 JBER Paving Attachment 9 - Price Schedule | |||||||
| LINE ITEM PRICE SCHEDULE - SSAC 2019 EDITION - AIRFIELD ITEMS | |||||||
| Project Number: | |||||||
| Item No. | Pay Item | Pay Unit | Estimated Quantity | Unit Price | |||
| CY 2020 | Unit Price | ||||||
| CY 2021 | Unit Price | ||||||
| CY 2022 | Unit Price | ||||||
| CY 2023 | Unit Price | ||||||
| CY 2024 | Unit Price | ||||||
| CY 2025 | Unit Price | ||||||
| CY 2026 | Extended Price | ||||||
| 301(3) | Crushed Aggregate Base Course for Airfields, Grading D-1 | Ton | 105,000 | $ - 0 | |||
| 301(4) | Crushed Aggregate Base Course for Airfields, Grading C-1 | Ton | 21,000 | - 0 | |||
| 306(2) | Asphalt Treated Base (ATB) Course for Airfields | Ton | 35,000 | - 0 | |||
| 308(3) | Crushed Asphalt Base Course for Airfields | Ton | 56,000 | - 0 | |||
| 308(4) | CSS-1 Asphalt for Base Course on Airfields | Ton | 28,000 | - 0 | |||
| 309(1) | Drainage Layer, Aggregate | CY | 26,600 | - 0 | |||
| 309(2) | Drainage Layer, Bituminous Stabilized | CY | 17,500 | - 0 | |||
| 309(3) | Drainage Layer, Cement Stabilized | CY | 21,000 | - 0 | |||
| 403(1) | Joint Sealing, Bituminous Pavement | LF | 2,450 | - 0 | |||
| 404(1) | Jet Fuel Resistant Seal Coat | SY | 350 | - 0 | |||
| 404(2) | Trowel Applied Jet Fuel Resistant Seal Coat | SY | 350 | - 0 | |||
| 409(1) | Airfield HMA, Surface Course | Ton | 49,000 | - 0 | |||
| 409(2) | Airfield HMA, Intermediate Course | Ton | 49,000 | - 0 | |||
| 409(3) | Airfield HMA, Shoulders | Ton | 28,000 | - 0 | |||
| 502(1) | Concrete Pavement (Taxiways and Runways) | CY | 7,000 | - 0 | |||
| 502(2) | Concrete Pavment (Hardstands and other Slabs) | CY | 21,000 | - 0 | |||
| 504(1) | Joint Sealant, Two Component, Cold Applied | LF | 3,500 | - 0 | |||
| 504(2) | Joint Sealant, Non-Jet Fuel Resistant, Hot Applies | LF | 1,750 | - 0 | |||
| 504(3) | Joint Sealant, Cold Applied | LF | 700 | - 0 | |||
| 601(1) | Pavement Grooving - Asphalt | SY | 210,000 | - 0 | |||
| 601(2) | Pavement Grooving - Concrete | SY | 35,000 | - 0 | |||
| 602(1) | Tie Down/Grounding Anchor - New Concrete Installation | EA | 105 | - 0 | |||
| 602(2) | Tie Down/Grounding Anchor - Existing Concrete Installation | EA | 35 | - 0 | |||
| 605(1) | Aircraft Rated Concrete Manhole | EA | 28 | - 0 | |||
| 605(2) | Aircraft Rated Concrete Catch Basin | EA | 28 | - 0 | |||
| 612(1) | JBD - Non-afterburner Full Power | LF | 350 | - 0 | |||
| 612(2) | JBD - Full Power Afterburner | LF | 350 | - 0 | |||
| 612(3) | JBD - Taxiway/Breakaway | LF | 350 | - 0 | |||
| 615(6) | Taxiway Guidance Sign | SF | 1,400 | - 0 | |||
| 615(7) | Runway Distance Remaining Sign | EA | 28 | - 0 | |||
| 615(8) | Arresting Gear Marker | EA | 14 | - 0 | |||
| 643(17) | Airfield Gate Watch | HR | 3,500 | - 0 | |||
| 660(12) | Flush Runway Centerline Light. L-850A or L-850B | EA | 70 | - 0 | |||
| 660(13) | Flush Taxiway Centerline Light. L-852A, B, E, or G | EA | 70 | - 0 | |||
| 660(14) | Med. Intensity Runway Edge and Threshold Light, L-861 or L-861E | EA | 84 | - 0 | |||
| 660(15) | High Intensity Runway Edge or Threshold Light, L-862 or L-862E | EA | 91 | - 0 | |||
| 660(16) | Taxiway Edge Light, L-861T | EA | 35 | - 0 | |||
| 660(17) | Base Assembly, L-867 | EA | 175 | - 0 | |||
| 660(18) | Base Assembly, L-868 | EA | 175 | - 0 | |||
| 660(19) | Remove Existing Runway or Taxiway Light Base | EA | 210 | - 0 | |||
| 660(20) | Adjust Existing Airfield Light Structure | EA | 350 | - 0 | |||
| 661(1) | UG Cable [6 Gauge] AWG, Copper, 5kV type "B" or "C", L-824 | LF | 35,000 | - 0 | |||
| 661(2) | UG Cable [6 Gauge] AWG, Copper, 600V, type "C", L-824 | LF | 35,000 | - 0 | |||
| 661(3) | [6 Gauge] Bare Copper Ground Conductor | LF | 3,500 | - 0 | |||
| 661(4) | Ground Rod | EA | 336 | - 0 | |||
| 661(5) | UG Cable #14 AWG, 2 Cond., Copper, 600V, Type "SOOW-A/SOOW" | LF | 14,000 | - 0 | |||
| 664(4) | 2-inch PVC Conduit | LF | 3,500 | - 0 | |||
| 664(5) | 4-inch PVC Conduit | LF | 5,250 | - 0 | |||
| 664(6) | 2-inch HDPE Conduit | LF | 1,750 | - 0 | |||
| 664(7) | 4-inch HDPE Conduit | LF | 1,750 | - 0 | |||
| 664(8) | 2-inch Steel Conduit | LF | 1,050 | - 0 | |||
| 664(9) | 4-inch Steel Conduit | LF | 1,400 | - 0 | |||
| 670(13) | Runway and Taxiway Painting | SF | 10,500 | - 0 | |||
| 670(14) | Remove Pavement Markings | SF | 3,500 | - 0 |
| Subtotal | $ - 0 | |
| Prepared by: | Bonding Premium | $ - 0 |
| Prepared date: | Total Evaluated Price | $ - 0 |
Tab 3-Seed Project
| 673 CIVIL ENGINEERING SQUADRON FA500021R0008 JBER Paving Attachment 9 - Price Schedule | |||||||
| LINE ITEM PRICE SCHEDULE - FXSB 96-2103, Repair Pavement at Building 5257 | |||||||
| Project Number: | |||||||
| Item No. | Pay Item | Pay Unit | Quantity | Unit Price | |||
| CY 2021 | Unit Price | ||||||
| CY 2022 | Unit Price | ||||||
| CY 2023 | Unit Price | ||||||
| CY 2024 | Unit Price | ||||||
| CY 2024 | Unit Price | ||||||
| CY 2025 | Unit Price | ||||||
| CY 2026 | Total Evaluated Price | ||||||
| 201(1) | Clearing and Grubbing | Acre | 14 | $ - 0 | |||
| 201(2) | Hand Clearing | Acre | 11 | - 0 | |||
| 201(3) | Selective Tree Removal | Each | 70 | - 0 | |||
| 202(1) | Removal of Pavement | SY-In | 1,750,000 | - 0 | |||
| 202(2) | Pavement Planing | SY-In | 1,050,000 | - 0 | |||
| 202(3) | Removal of Sidewalk | SY | 7,000 | - 0 | |||
| 202(4) | Removal of Culvert Pipe | LF | 3,500 | - 0 | |||
| 202(5) | Removal of Sanitary Sewer Pipe | LF | 1,750 | - 0 | |||
| 202(6) | Removal of Manhole | EA | 56 | - 0 | |||
| 202(7) | Removal of Junction Box | EA | 84 | - 0 | |||
| 202(8) | Removal of Inlet | EA | 70 | - 0 | |||
| 202(9) | Removal of Curb and Gutter | LF | 21,000 | - 0 | |||
| 202(10) | Removal of Underground Storage Tank | EA | 28 | - 0 | |||
| 202(11) | Removal of Concrete Vault | EA | 28 | - 0 | |||
| 202(12) | Saw Cut Existing Asphalt | LF-In | 560,000 | - 0 | |||
| 202(13) | Saw Cut Existing Concrete | LF-In | 280,000 | - 0 | |||
| 202(14) | Remove Plain Concrete | CY | 42,000 | - 0 | |||
| 202(15) | Remove Reinforced Concrete | CY | 56,000 | - 0 | |||
| 203(1) | Common Excavation | CY | 175,000 | - 0 | |||
| 203(2) | Unclassified Excavation | CY | 280,000 | - 0 | |||
| 203(3) | Muck Excavation | CY | 70,000 | - 0 | |||
| 203(4A) | Borrow, Type A | Ton | 161,000 | - 0 | |||
| 203(4B) | Borrow, Type B | Ton | 84,000 | - 0 | |||
| 203(4C) | Borrow, Type C | Ton | 280,000 | - 0 | |||
| 203(5) | Usable Roadway Excavation | CY | 70,000 | - 0 | |||
| 203(6) | Ditch Linear Grading | LF | 70,000 | - 0 | |||
| 204(1) | Structure Excavation | CY | 7,000 | - 0 | |||
| 301(1) | Aggregate Base Course, Grading D-1 | Ton | 56,000 | - 0 | |||
| 301(2) | Aggregate Surface Course, Grading E-1 | Ton | 10,500 | - 0 | |||
| 306(1) | Asphalt Treated Base (ATB) Course | Ton | 14,000 | - 0 | |||
| 308(1) | Crushed Asphalt Base Course | Ton | 14,000 | - 0 | |||
| 308(2) | CSS-1 Asphalt for Base Course | Ton | 52,500 | - 0 | |||
| 401(1A) | HMA, Type II; Class A | Ton | 84,000 | - 0 | |||
| 401(1B) | HMA, Type II; Class B | Ton | 35,000 | - 0 | |||
| 401(2) | Joint Adhesive | LF | 105,000 | - 0 | |||
| 401(3) | Crack Repair | LF | 1,050 | - 0 | |||
| 408(1) | HMA, Type VH | Ton | 56,000 | - 0 | |||
| 411(1) | Asphalt Material Price Adjustment | Con. Sum | - 0 | - 0 | |||
| 501(1) | Class A Concrete | CY | 24,500 | - 0 | |||
| 501(2) | Class A-A Concrete | CY | 8,750 | - 0 | |||
| 501(3) | Class W Concrete | CY | 3,500 | - 0 | |||
| 501(4) | Reseal Existing Joint | LF | 14,000 | - 0 | |||
| 503(1) | Reinforcing Steel | Pound | 175,000 | - 0 | |||
| 503(2) | Epoxy Coated Reinforcing Steel | Pound | 12,250 | - 0 | |||
| 503(3) | Welded Wire Fabric | Pound | 35,000 | - 0 | |||
| 503(4) | Drill and Bond Dowels | Each | 4,200 | - 0 | |||
| 603(1) | 12 Inch CSP | LF | 1,750 | - 0 | |||
| 603(2) | End Section for 12 Inch CSP | EA | 14 | - 0 | |||
| 603(3) | 18 Inch CSP | LF | 700 | - 0 | |||
| 603(4) | End Section for 18 Inch CSP | EA | 14 | - 0 | |||
| 603(5) | 24 Inch CSP | LF | 700 | - 0 | |||
| 603(6) | End Section for 24 Inch CSP | EA | 14 | - 0 | |||
| 603(7) | 36 Inch CSP | LF | 350 | - 0 | |||
| 603(8) | End Section for 36 Inch CSP | EA | 14 | - 0 | |||
| 603(9) | 18 Inch Corrugated Aluminum Pipe | LF | 1,050 | - 0 | |||
| 603(10) | End Section for 18 Inch Corrugated Aluminum Pipe | EA | 14 | - 0 | |||
| 603(11) | 24 Inch Corrugated Aluminum Pipe | LF | 1,750 | - 0 | |||
| 603(12) | End Section for 24 Inch Corrugated Aluminum Pipe | EA | 14 | - 0 | |||
| 603(13) | 36 Inch Corrugated Aluminum Pipe | LF | 700 | - 0 | |||
| 603(14) | End Section for 36 Inch Corrugated Aluminum Pipe | EA | 14 | - 0 | |||
| 603(15) | 18 Inch Corrugated Polyethylene Pipe | LF | 8,400 | - 0 | |||
| 603(16) | End Section for 18 Inch Corrugated Polyethylene Pipe | EA | 56 | - 0 | |||
| 603(17) | 24 Inch Corrugated Polyethylene Pipe | LF | 10,500 | - 0 | |||
| 603(18) | End Section for 24 Inch Corrugated Polyethylene Pipe | EA | 56 | - 0 | |||
| 603(19) | 36 Inch Corrugated Polyethylene Pipe | LF | 3,500 | - 0 | |||
| 603(20) | End Section for 36 Inch Corrugated Polyethylene Pipe | EA | 14 | - 0 | |||
| 604(1) | Storm Sewer Manhole, Type I | EA | 21 | - 0 | |||
| 604(2) | Storm Sewer Manhole, Type II | EA | 35 | - 0 | |||
| 604(3) | Storm Sewer Manhole, Type III | EA | 7 | - 0 | |||
| 604(4) | Sanitary Sewer Manhole, Type A | EA | 14 | - 0 | |||
| 604(5) | Sanitary Sewer Manhole, Type B | EA | 7 | - 0 | |||
| 604(6) | Sanitary Sewer Manhole, Type C | EA | 7 | - 0 | |||
| 604(7) | Reconstruct Existing Manhole | EA | 35 | - 0 | |||
| 604(8) | Adjust Existing ManholeCone | EA | 105 | - 0 | |||
| 604(9) | Adjust Existing Manhole Ring | EA | 84 | - 0 | |||
| 604(10) | Inlet, Curb | EA | 42 | - 0 | |||
| 604(11) | Inlet, Beehive | EA | 14 | - 0 | |||
| 604(12) | Inlet, Grate | EA | 14 | - 0 | |||
| 604(13) | Relocate Inlet | EA | 7 | - 0 | |||
| 604(14) | Relocate Manhole | EA | 14 | - 0 | |||
| 604(15) | Storm Drain Cleanout | EA | 35 | - 0 | |||
| 604(16) | Install Government Supplied Round Frame | EA | 35 | - 0 | |||
| 604(17) | Install Government Supplied Rectangular Frame | EA | 35 | - 0 | |||
| 606(1) | W-Beam Guardrail | LF | 1,050 | - 0 | |||
| 606(2) | Thrie Beam Guardrail | LF | 1,050 | - 0 | |||
| 606(3) | Remove and Dispose of Guardrail | LF | 1,400 | - 0 | |||
| 606(4) | Double-faced, W-Beam Guardrail | LF | 350 | - 0 | |||
| 606(5) | Short Radius Guardrail | EA | 28 | - 0 | |||
| 606(6) | Slotted Rail Terminal (SRT-350) | EA | 14 | - 0 | |||
| 606(7) | Extruder Terminal (ET-2000) | EA | 14 | - 0 | |||
| 606(8) | Parallel Guardrail Terminal | EA | 28 | - 0 | |||
| 606(9) | Transition Rail | EA | 14 | - 0 | |||
| 606(10) | Steel Bollard - Fixed | EA | 14 | - 0 | |||
| 606(11) | Steel Bollard - Removable | EA | 7 | - 0 | |||
| 606(12) | Wood Bollard - Fixed | EA | 14 | - 0 | |||
| 606(13) | Wood Bollard - Removable | EA | 7 | - 0 | |||
| 607(1) | Barbed Wire | LF | 3,500 | - 0 | |||
| 607(2) | Woven Wire Fence | LF | 1,400 | - 0 | |||
| 607(3) | Chain Link Fence | LF | 7,000 | - 0 | |||
| 607(4) | Double Swing Gate (20' Opening) | EA | 28 | - 0 | |||
| 607(5) | Pedestrian Gate (4' Opening) | EA | 42 | - 0 | |||
| 608(1) | Concrete Sidewalk, 6 inches thick | SY | 7,000 | - 0 | |||
| 608(2) | Asphalt Pathway | Ton | 875 | - 0 | |||
| 608(3) | Curb Ramp | EA | 56 | - 0 | |||
| 608(4) | Curb Nose | EA | 84 | - 0 | |||
| 609(1) | Curb and Gutter (All Types) | LF | 37,100 | - 0 | |||
| 609(2) | Valley Gutter | LF | 1,400 | - 0 | |||
| 609(3) | Backing Curb | LF | 700 | - 0 | |||
| 609(4) | Concrete Parking Bumper | EA | 126 | - 0 | |||
| 610(1) | Ditch Lining | CY | 1,400 | - 0 | |||
| 611(1) | Riprap, Class I | CY | 1,050 | - 0 | |||
| 611(2) | Riprap, Class II | CY | 560 | - 0 | |||
| 611(3) | Riprap, Class III | CY | 210 | - 0 | |||
| 611(4) | Riprap, Class IV | CY | 70 | - 0 | |||
| 614(1) | Concrete "F" Shaped Barrier | LF | 700 | - 0 | |||
| 615(1) | Standard Sign | SF | 385 | - 0 | |||
| 615(2) | Remove and Relocate Existing Sign | EA | 28 | - 0 | |||
| 615(3) | Delineator, Rigid | EA | 700 | - 0 | |||
| 615(4) | Delineator, Flexible | EA | 700 | - 0 | |||
| 615(5) | Salvage Sign | EA | 126 | - 0 | |||
| 616(1) | 3/4 Inch Diameter Thaw Pipe | LF | 175 | - 0 | |||
| 618(1) | Seeding | Acre | 11 | - 0 | |||
| 619(1) | Mulching | SY | 175 | - 0 | |||
| 619(2) | Matting | SY | 1,050 | - 0 | |||
| 620(1) | Topsoil, 4-inches thick | SY | 3,850 | - 0 | |||
| 621(1) | Tree, White Spruce (2 inch caliper) | EA | 14 | - 0 | |||
| 621(2) | Tree, Lodgepole Pine (2 inch caliper) | EA | 14 | - 0 | |||
| 621(3) | Tree, Amur Maple (2 inch caliper) | EA | 14 | - 0 | |||
| 621(4) | Tree, Siberian Larch (2 inch caliper) | EA | 14 | - 0 | |||
| 621(5) | Tree, Siberian Fir (2 inch caliper) | EA | 14 | - 0 | |||
| 621(6) | Tree, Blue Colorado Spruce (5-6 feet tall) | EA | 14 | - 0 | |||
| 621(7) | Tree, Weeping Birch (2 inch caliper) | EA | 14 | - 0 | |||
| 621(8) | Tree, Paper Birch (2 inch caliper) | EA | 14 | - 0 | |||
| 621(9) | Willow Stakes | EA | 700 | - 0 | |||
| 622(1) | Boulder, 4-Foot Diameter | EA | 42 | - 0 | |||
| 623(1) | Lawn Sod | SY | 700 | - 0 | |||
| 625(1) | Pipe Hand Rail | LF | 700 | - 0 | |||
| 626(1) | Sanitary Sewer Conduit, 4 Inch PVC | LF | 1,400 | - 0 | |||
| 626(1A) | Sanitary Sewer Conduit, PVC Incremental Inch | LF | 350 | - 0 | |||
| 626(2) | Sanitary Sewer Conduit, 4 Inch HDPE | LF | 700 | - 0 | |||
| 626(2A) | Sanitary Sewer Conduit, HDPE Incremental Inch | LF | 140 | - 0 | |||
| 626(3) | Sanitary Sewer Conduit, 4 Inch Ductile Iron | LF | 350 | - 0 | |||
| 626(3A) | Sanitary Sewer Conduit, Ductile Iron Incremental Inch | LF | 140 | - 0 | |||
| 626(4) | Sewer Service Connection | LF | 350 | - 0 | |||
| 627(1) | Fire Hydrant Adjustment | EA | 14 | - 0 | |||
| 627(2) | Fire Hydrant Installation | EA | 7 | - 0 | |||
| 627(3) | Fire Hydrant Relocation | EA | 7 | - 0 | |||
| 627(4) | Fire Hydrant Removal | EA | 7 | - 0 | |||
| 627(5) | Adjustment of Valve Box | EA | 175 | - 0 | |||
| 630(1) | Geotextile, Separation, Class 3 | SY | 175,000 | - 0 | |||
| 630(2) | Geotextile, Stabilization, Class 1 | SY | 7,000 | - 0 | |||
| 630(3) | Geotextile, Reinforcement, Type 1 | SY | 700 | - 0 | |||
| 630(4) | Geotextile, Reinforcement, Type 2 | SY | 700 | - 0 | |||
| 631(1) | Geotextile, Drainage, Class 2 | SY | 5,250 | - 0 | |||
| 631(2) | Geotextile, Erosion Control, Class 1 | SY | 3,500 | - 0 | |||
| 632(1) | Paving Fabric | SY | 3,500 | - 0 | |||
| 633(1) | Silt Fence | LF | 14,000 | - 0 | |||
| 635(1) | Insulation Board | SF | 105,000 | - 0 | |||
| 639(1) | Driveway | EA | 70 | - 0 | |||
| 639(2) | Approach | EA | 105 | - 0 | |||
| 641(1) | Erosion, Sediment and Pollution Control | EA | 56 | - 0 | |||
| 642(1) | Construction Surveying | EA | 49 | - 0 | |||
| 642(2) | Three Person Survey Party | HR | 840 | - 0 | |||
| 642(3) | Set Primary Monument | EA | 7 | - 0 | |||
| 642(4) | Set Secondary Monument | EA | 7 | - 0 | |||
| 642(5) | Adjust Existing Monument | EA | 7 | - 0 | |||
| 642(6) | Monument Case | EA | 7 | - 0 | |||
| 642(7) | Adjust Existing Monument Case | EA | 7 | - 0 | |||
| 643(1) | Traffic Maintenance | Day | 420 | - 0 | |||
| 643(2) | Construction Sign | EA | 840 | - 0 | |||
| 643(3) | Type II Barricade | EA | 84 | - 0 | |||
| 643(4) | Type III Barricade | EA | 56 | - 0 | |||
| 643(5) | Traffic Cone/Tubular Marker | EA | 840 | - 0 | |||
| 643(6) | Plastic Safety Fence | LF | 3,500 | - 0 | |||
| 643(7) | Drum | EA | 1,400 | - 0 | |||
| 643(8) | Sequential Arrow Panel, Type C | EA | 14 | - 0 | |||
| 643(9) | Special Construction Signs | SF | 1,365 | - 0 | |||
| 643(10) | Portable Concrete Barrier | EA | 14 | - 0 | |||
| 643(11) | Temporary Crash Cushion | EA | 7 | - 0 | |||
| 643(12) | Interim Pavement Markings | LF | 1,750 | - 0 | |||
| 643(13) | Flagging | HR | 1,120 | - 0 | |||
| 643(14) | Street Sweeping | HR | 42 | - 0 | |||
| 643(15) | Portable Changeable Message Board Sign | Day | 420 | - 0 | |||
| 660(1) | Temporary Signalization | EA | 7 | - 0 | |||
| 660(2) | Temporary Illumination | EA | 7 | - 0 | |||
| 660(3) | Slip Base Luminaire Pole | EA | 42 | - 0 | |||
| 660(4) | Fixed Base Luminaire Pole | EA | 14 | - 0 | |||
| 660(5) | Signal Mast Arm Pole | EA | 14 | - 0 | |||
| 660(6) | Combination Signal/Luminaire Pole | EA | 14 | - 0 | |||
| 660(7) | Signal Pedestal Pole - Flange Base | EA | 28 | - 0 | |||
| 660(8) | Signal Pedestal Pole - Slip Base | EA | 28 | - 0 | |||
| 660(9) | Pedestrian Pushbutton Pole | EA | 14 | - 0 | |||
| 660(10) | Signal Mast Arm | EA | 28 | - 0 | |||
| 660(11) | Luminaire Arm | EA | 56 | - 0 | |||
| 662(1) | Cast-In-Place Luminaire Pole Foundation | EA | 28 | - 0 | |||
| 662(2) | Driven Pile Luminaire Pole Foundation | LF | 28 | - 0 | |||
| 662(3) | Controller Cabinet Foundation | EA | 7 | - 0 | |||
| 662(4) | Signal Mast Arm Pole Foundation | EA | 28 | - 0 | |||
| 662(5) | Signal Pedestal Pole Foundation | EA | 28 | - 0 | |||
| 662(6) | Pedestrian Pushbutton Pole Foundation | EA | 14 | - 0 | |||
| 662(7) | Load Center Foundation | EA | 7 | - 0 | |||
| 664(1) | GRSC Steel Conduit (3-inch) | LF | 45,500 | - 0 | |||
| 664(2) | Schedule 40 PVC Conduit (2-inch) | LF | 21,000 | - 0 | |||
| 664(3) | Schedule 40 HDPE Conduit (2-inch) | LF | 14,000 | - 0 | |||
| 665(1) | Junction Box, Type 1A | EA | 42 | - 0 | |||
| 665(2) | Junction Box, Type II | EA | 28 | - 0 | |||
| 665(3) | Junction Box, Type III | EA | 28 | - 0 | |||
| 665(4) | Adjust Junction Box to Grade | EA | 84 | - 0 | |||
| 666(1) | Post-Mounted Load Center Overhead Service, Type 3 | EA | 7 | - 0 | |||
| 666(2) | Post-Mounted Load Center Underground Service, Type 2 | EA | 7 | - 0 | |||
| 666(3) | Single-Meter Load Center Enclosure, Type 1 | EA | 7 | - 0 | |||
| 666(4) | Single-Meter Load Center Enclosure, Type 1A | EA | 7 | - 0 | |||
| 666(5) | Pole-Mounted Photocell Installation, Complete | EA | 7 | - 0 | |||
| 666(6) | 120/240 - 240/480 Transformer | EA | 7 | - 0 | |||
| 667(1) | TS2-1 Controller Unit | EA | 7 | - 0 | |||
| 668(1) | Install Loop Detector - New Work | EA | 84 | - 0 | |||
| 668(2) | Install Loop Detector - Existing Pavement | EA | 14 | - 0 | |||
| 668(3) | Install Optical Preemtion Detector | EA | 7 | - 0 | |||
| 668(4) | Install Radar Detector | EA | 7 | - 0 | |||
| 668(5) | Install Ultrasonic Detector | EA | 7 | - 0 | |||
| 669(1) | 8 Inch (3,4,5) Face Signal Head | EA | 28 | - 0 | |||
| 669(2) | 12 Inch (3,4,5) Face Signal Head | EA | 28 | - 0 | |||
| 669(3) | Remove and Relocate Existing Signal Head | EA | 14 | - 0 | |||
| 670(1) | Single Stripe | LF | 3,500 | - 0 | |||
| 670(2) | Double or Wide Stripe | LF | 10,500 | - 0 | |||
| 670(3) | Transverse Pavement Marking Lines | SF | 8,400 | - 0 | |||
| 670(4) | Transverse Markings, Words and Symbols | EA | 56 | - 0 | |||
| 670(5) | Preformed Pavement Markings | LF | 3,500 | - 0 | |||
| 670(6) | Raised Pavement Marker | EA | 1,050 | - 0 | |||
| 670(7) | Recessed Pavement Marker | EA | 700 | - 0 | |||
| 670(8) | Removal of Pavement Markings | SF | 14,000 | - 0 | |||
| 670(9) | MMA Pavement Markings, Longitudinal Surface Applied | LF | 7,000 | - 0 | |||
| 670(10) | MMA Pavement Markings, Longitudinal Inlaid | LF | 8,750 | - 0 | |||
| 670(11) | MMA Pavement Markings, Symbols and Arrow(s) Inlaid | EA | 56 | - 0 | |||
| 670(12) | MMA Pavement Markings, Transverse Inlaid | LF | 336 | - 0 | |||
| 671(1) | Pedestrian Signal Head | EA | 14 | - 0 | |||
| 671(2) | Remove and Relocate Pedestrian Signal Head | EA | 7 | - 0 | |||
| 671(3) | Pedestrian Pushbutton Assembly | EA | 7 | - 0 | |||
| 671(4) | Remove and Relocate Pedestrian Pushbutton Assembly | EA | 7 | - 0 | |||
| 672(2) | Luminaire (LED) | EA | 28 | - 0 | |||
| 673(1) | Interconnect Cabinet | EA | 7 | - 0 | |||
| 682(1) | Utility Potholing | HR | 175 | - 0 | |||
| 683(1) | Exploratory Hole (Excavate) | EA | 28 | - 0 | |||
| 683(2) | Exploratory Hole (Dril) | EA | 14 | - 0 | |||
| 683(3) | Geotechnical Report | EA | 28 | - 0 | |||
| 684(1) | Test Contaminated Soil | EA | 7 | - 0 | |||
| 684(2) | Remediate Contaminated Soil | Ton | 7 | - 0 | |||
| 685(1) | Soil and Aggregate (Initial Acceptance) | EA | 14 | - 0 | |||
| 685(2) | Soil and Aggregate (Ongoing Acceptance) | EA | 84 | - 0 | |||
| 685(3) | Soil in-place Density Testing | EA | 700 | - 0 | |||
| 685(4) | Concrete Cylinders | EA | 84 | - 0 | |||
| 685(5) | Concrete (Additional Cylinder) | EA | 42 | - 0 | |||
| 685(6) | Concrete Beams | EA | 56 | - 0 | |||
| 685(7) | Concrete (Additional Beam) | EA | 42 | - 0 | |||
| 685(8) | Asphalt Testing | EA | 84 | - 0 | |||
| 685(9) | Asphalt Density Testing (Mat or Joint) | EA | 154 | - 0 | |||
| 686(1) | Fuel Price Adjustment | Con. Sum | |||||
| Subtotal | $ - 0 | ||||||
| Prepared by: | Bonding Premium | $ - 0 | |||||
| Prepared date: | Total Evaluated Price | $ - 0 |
File details come from the government source that posted it. Updated .