Attachment_1_Price_Schedule_W9124E-18-B-0001.xlsx
XLSX spreadsheet 60 KB Posted
- Attached to
- Fort Polk Roads and Drainage Federal contract opportunity
- Solicitation number
- W9124E-18-B-0001
About this file
Bid Schedule
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Technical_Exhibit_1-Pavement_&_Infrastructure_Specs_FY18-20.pdf | ||
| Technical_Exhibit_3_-_Drawings.pdf | ||
| Technical_Exhibit_4_-_Fort_Polk_Vicinity_Map.pdf | ||
| Technical_Exhibit_2-Submittal_Register.pdf | ||
| Technical_Exhibit_6_-_Peason_Ridge_Map.pdf | ||
| W9124E-18-B-0001.pdf | ||
| Technical_Exhibit_5_-_Fort_Polk_Range_Map.pdf | ||
| Technical_Exhibit_9_-_Deliverables.pdf | ||
| Technical_Exhibit_7_-_Polk_Army_Airfield_Construction_Safety_Phasing_Plan_(CSPP).pdf | ||
| Technical_Exhibit_8_-_Polk_Army_Airfield_Safety_Plan_Compliance_Document_(SPCD).pdf |
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Base
ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE ESTIMATED AMOUNT
| ENGINEERING AND LAYOUT | |||
| 01-001 | Engineering and Layout (New Parking Lots and Roadway Work Only) | 200 | MH |
| 01-002 | Core Sampling | 60 | EA |
| 01-003 | Geotechnical Report | 10 | EA |
| 01-004 | Traffic Control Plan | 4 | EA |
| EROSION CONTROL | |||
| 02-001 | Erosion Control Fabric | 15000 | SY |
| 02-002 | Hay Bales | 1000 | EA |
| 02-003 | Wattles | 500 | LF |
| 02-004 | Silt Fencing | 15000 | LF |
| 02-005 | Top Soil (4" Thick CIP) | 55000 | SY |
| 02-006 | Hydroseeding Operations | 160000 | SY |
| 02-007 | Sodding Operations | 20000 | SY |
| 02-008 | Stone Riprap (2 lb) | 35 | CY |
| 02-009 | Stone Riprap (10 lb) | 250 | CY |
| 02-010 | Stone Riprap (30 lb) | 1000 | CY |
| 02-011 | Stone Riprap (55 lb) | 150 | CY |
| 02-012 | Stone Riprap (130 lb) | 25 | CY |
| 02-018 | Concrete Block Revetment | 300 | SY |
| 02-019 | Turf Reinfocement Mat | 700 | SY |
| CLEARING AND GRUBBING | |||
| 03-001 | Clear and Grub - Tree 6" to 12" DBH, Includes Stump Removal | 20 | EA |
| 03-002 | Clear and Grub - Tree 12" to 24" DBH, Includes Stump Removal | 5 | EA |
| 03-003 | Clear and Grub - Tree Over 24" DBH, Includes Stump Removal | 2 | EA |
| 03-004 | Clearing and Grubbing Area with Trees 6" DBH or Less | 15 | ACRE |
| DEMOLITION | |||
| 04-001 | Remove Storm Drain Pipe (Up to 36" Diameter) | 250 | LF |
| 04-002 | Remove Storm Drain Pipe (> 36" Diameter) | 100 | LF |
| 04-003 | Full Depth Reclamation: Pulverize, Grade, Compact, and Stablize (Up to 8" Depth) | 80000 | SY |
| 04-004 | Full Depth Reclamation: Pulverize, Grade, Compact, and Stablize (Up to 12" Depth) | 75000 | SY |
| 04-005 | Remove Asphalt Pavements | 15000 | SY |
| 04-006 | Cold Milling Asphalt Pavement (Up to 2" Depth, 0 - 5,000 SY) | 60000 | SY |
| 04-007 | Cold Milling Asphalt Pavement (Up to 2" Depth, > 5,000 SY) | 25000 | SY |
| 04-008 | Cold Milling Asphalt Pavement (> 2" Depth, per 1") | 5000 | SY |
| 04-009 | Diamond Grinding | 250 | SY |
| 04-010 | Remove Concrete Curb and Gutter | 250 | LF |
| 04-011 | Remove Concrete Sidewalk | 200 | SY |
| 04-012 | Remove Concrete Pavement 4' Thick | 4000 | SY |
| 04-013 | Remove Concrete Pavement 6' Thick | 500 | SY |
| 04-014 | Remove Concrete Pavement 8' Thick | 500 | SY |
| 04-015 | Remove Concrete Pavement 10' Thick | 500 | SY |
| 04-016 | Remove Unreinforced Concrete | 250 | CY |
| 04-017 | Remove Reinforced Concrete | 250 | CY |
| 04-018 | Remove Manhole/Drop Inlet (Up to 5' Deep) | 2 | EA |
| 04-019 | Remove Manhole/Drop Inlet (> 5' Deep, Per 1') | 5 | LF |
| 04-020 | Saw Cut Concrete (Up to 4" Thick) | 1000 | LF |
| 04-021 | Saw Cut Concrete (> 4" Thick, per 1") | 1000 | LF |
| 04-022 | Saw Cut Asphalt (Up to 3" Thick) | 1000 | LF |
| 04-023 | Saw Cut Asphalt (> 3" Thick, per 1") | 500 | LF |
| 04-024 | Remove Pavement Markings: Painted | 2000 | SF |
| 04-025 | Remove Pavement Markings: Thermoplastic | 2000 | SF |
| 04-026 | Remove Traffic Sign and Post | 100 | EA |
| 04-027 | Remove Wheel Stop | 50 | EA |
| 04-028 | Remove Guardrail | 200 | LF |
| 04-029 | Remove Existing Fence (Up to 7' Height) | 200 | LF |
| EARTHWORK | |||
| 05-001 | Geotextile Fabric | 35000 | SY |
| 05-002 | Excavation: Stockpiled On Site | 15000 | CY |
| 05-003 | Excavation: Excess Hauled Off Site | 40000 | CY |
| 05-004 | Backfill and Compact Utilizing On Site Sources | 15000 | CY |
| 05-005 | Backfill and Compact Utilizing Borrow Material: GOV Provided | 10000 | CY |
| 05-006 | Backfill and Compact Utilizing Borrow Material: Contractor Provided | 30000 | CY |
| 05-007 | Scarify and Compact | 135000 | SY |
| 05-008 | Machine Grading | 100000 | SY |
| 05-009 | Soil Stabilization: Lime (Up to 8" Depth) | 20000 | SY |
| 05-010 | Soil Stabilization: Soil Cement (Up to 8" Depth) | 40000 | SY |
| STORM DRAINAGE | |||
| 06-001 | Storm Drain Pipe (6" PVC) | 500 | LF |
| 06-002 | Storm Drain Pipe (12" RCP) | 50 | LF |
| 06-003 | Storm Drain Pipe (18" RCP) | 150 | LF |
| 06-004 | Storm Drain Pipe (24" RCP) | 50 | LF |
| 06-005 | Storm Drain Pipe (30" RCP) | 100 | LF |
| 06-006 | Storm Drain Pipe (36" RCP) | 100 | LF |
| 06-007 | Storm Drain Pipe (48" RCP) | 50 | LF |
| 06-008 | Storm Drain Pipe (60" RCP) | 50 | LF |
| 06-009 | Storm Drain Pipe (12" CMP) | 200 | LF |
| 06-010 | Storm Drain Pipe (18" CMP) | 125 | LF |
| 06-011 | Storm Drain Pipe (24" CMP) | 50 | LF |
| 06-012 | Storm Drain Pipe (30" CMP) | 100 | LF |
| 06-013 | Storm Drain Pipe (36" CMP) | 100 | LF |
| 06-014 | Storm Drain Pipe (48" CMP) | 50 | LF |
| 06-015 | Storm Drain Pipe (60" CMP) | 50 | LF |
| 06-016 | Flared End Section (12" RCP) | 2 | EA |
| 06-017 | Flared End Section (18" RCP) | 6 | EA |
| 06-018 | Flared End Section (24" RCP) | 2 | EA |
| 06-019 | Flared End Section (30" RCP) | 2 | EA |
| 06-020 | Flared End Section (36" RCP) | 2 | EA |
| 06-021 | Flared End Section (48" RCP) | 1 | EA |
| 06-022 | Flared End Section (60" RCP) | 1 | EA |
| 06-023 | Perforated Pipe (6" HDPE) | 2000 | LF |
| 06-024 | Storm Drain Box ( 6' span x 3 ' rise RCB Culvert) | 120 | LF |
| 06-025 | Storm Drain Box ( RCB Per additional 1' of span) | 360 | LF |
| 06-026 | Storm Drain Box ( RCB Per additional 1' of rise) | 360 | LF |
| DRAINAGE STRUCTURES | |||
| 07-001 | Concrete Headwall Pipe (12") | 10 | EA |
| 07-002 | Concrete Headwall Pipe (18") | 10 | EA |
| 07-003 | Concrete Headwall Pipe (24") | 10 | EA |
| 07-004 | Concrete Headwall Pipe (30") | 10 | EA |
| 07-005 | Concrete Headwall Pipe (36") | 10 | EA |
| 07-006 | Concrete Headwall Pipe (48") | 10 | EA |
| 07-007 | Concrete Headwall Pipe (60") | 10 | EA |
| 07-008 | Concrete Headwall | 200 | CY |
| 07-009 | Concrete Wing Walls and Apron | 200 | CY |
| 07-010 | Concrete Flumes, Chutes, and Weir Check Dams | 400 | CY |
| 07-011 | Manhole with Frame and Cover (Up to 4' Depth) | 1 | EA |
| 07-012 | Install Additional 1' Depth to Manhole | 5 | EA |
| 07-013 | Catch Basin with Frame and Cover (Up to 4' Depth) | 3 | EA |
| 07-014 | Install Additional 1' Depth to Catch Basin | 5 | EA |
| 07-015 | Adjust Utility Boxes | 3 | EA |
| AGGREGATE | |||
| 08-001 | Graded Aggregate Base: GOV Provided (6" Thick CIP) | 35000 | SY |
| 08-002 | Graded Aggregate Base: GOV Provided (> 6" Thick CIP, per 2") | 15000 | SY |
| 08-003 | Graded Aggregate Base: Contractor Provided (6" Thick CIP) | 50000 | SY |
| 08-004 | Graded Aggregate Base: Contractor Provided (> 6" Thick CIP, per 2") | 10000 | SY |
| 08-005 | Aggregate Roadway Surfacing | 250 | CY |
| CONCRETE | |||
| 09-001 | 18" Curb and Gutter (6" High Barrier Type) | 2000 | LF |
| 09-002 | 18" Curb and Gutter (Mountable Type) | 150 | LF |
| 09-003 | Concrete Pavement: 4" Thick | 50 | SY |
| 09-004 | Concrete Pavement: 6" Thick | 300 | SY |
| 09-005 | Concrete Pavement: 8" Thick | 600 | SY |
| 09-006 | Concrete Pavement: 10" Thick | 100 | SY |
| 09-007 | Concrete Sidewalk (4" Thick) | 150 | SY |
| 09-008 | ADA Detectable Warning Surface | 100 | SF |
| 09-009 | Add Color to Concrete | 5 | CY |
| 09-010 | Add Concrete Stamping | 300 | SF |
| 09-011 | Clean and Seal Existing Concrete Joints | 750 | LF |
| 09-012 | Clean and Seal Concrete Cracks | 500 | LF |
| 09-013 | Full Depth Patch | 100 | CY |
| 09-014 | Partial Depth Patch | 50 | CY |
| ASPHALT PAVEMENT | |||
| 10-001 | Asphalt Binder Course (2") | 60000 | SY |
| 10-002 | Asphalt Surface Course (1.5") | 40000 | SY |
| 10-003 | Asphalt Surface Course (2") | 20000 | SY |
| 10-004 | Airfield Asphalt Surface Course (2") | 10000 | SY |
| 10-005 | Asphalt Slurry Seal (1/4") | 25000 | SY |
| 10-006 | Clean and Seal Existing Asphalt Joints | 250 | LF |
| 10-007 | Clean and Seal Asphalt Cracks | 500 | LF |
| PAVEMENT MARKING | |||
| 11-001 | Thermoplastic Single Solid Traffic Striping (4" Wide) | 40000 | LF |
| 11-002 | Thermoplastic Single Broken Traffic Striping (4" Wide) | 10000 | LF |
| 11-003 | Thermoplastic Stop Line (24" Wide) or Yield Line (24" Wide x 36" High) | 500 | LF |
| 11-004 | Thermoplastic Crosswalk (12") | 2000 | LF |
| 11-005 | Thermoplastic Symbol: Arrow | 15 | EA |
| 11-006 | Thermoplastic Symbol: Handicap Parking (White with Blue Back) | 20 | EA |
| 11-007 | Thermoplastic Symbol: Railroad Crossing | 2 | EA |
| 11-008 | Thermoplastic Symbol: School Crossing | 2 | EA |
| 11-009 | Thermoplastic Numbers or Letters (6" Wide) | 20 | EA |
| 11-010 | Painted Single Solid Traffic Striping (4" Wide) | 10000 | LF |
| 11-011 | Painted Single Broken Traffic Striping (4" Wide) | 5000 | LF |
| 11-012 | Painted Stop Bar (24" Wide) | 200 | LF |
| 11-013 | Painted Numbers or Letters (6" Wide) | 20 | EA |
| 11-014 | Painted Temporary Striping (4" Wide) | 10000 | LF |
| 11-015 | Raised Reflective Pavement Markers | 1250 | EA |
| MISCELLANEOUS | |||
| 12-001 | Reinstall Existing Traffic Sign and Post | 25 | EA |
| 12-002 | New Traffic Sign and Post (Up to 9 SF) | 100 | EA |
| 12-003 | New Traffic Sign and Post (> 9 SF) | 10 | EA |
| 12-004 | New Type 2 Object Marker | 20 | EA |
| 12-005 | New Type 3 Object Marker | 20 | EA |
| 12-006 | New Solar-Powered Pedestrian Crosswalk Signage | 5 | EA |
| 12-007 | Portable Changeable Message Sign | 16 | WEEK |
| 12-008 | Security Bar Grates at Drainage Crossings | 750 | SF |
| 12-009 | Security Bar Grates Hinged | 750 | SF |
| 12-010 | Steel Beam Guardrail | 200 | LF |
| 12-011 | Guardrail End Treatment | 2 | EA |
| 12-012 | Reinstall Existing Wheel Stop | 40 | EA |
| 12-013 | New Precast Wheel Stop | 10 | EA |
| 12-014 | Bollard: Embedded Fixed (4") | 10 | EA |
| 12-015 | Bollard: Embedded Fixed (6") | 10 | EA |
| 12-016 | Bollard: Removable (4") | 10 | EA |
| 12-017 | Bollard: Removable (6") | 10 | EA |
| 12-018 | Segmental Concrete Block Retaining Wall | 3000 | SF |
| 12-019 | New Security Fence (Up to 7' Height) | 100 | LF |
| 12-020 | New Security Fence Gate | 2 | EA |
| 12-021 | Rubber Removal from Airfeild Pavement | 10000 | SF |
| 12-022 | Night Differential | 1667 | MH |
TOTAL (BASE YEAR) $0.00
Option 1
ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE ESTIMATED AMOUNT
| ENGINEERING AND LAYOUT | |||
| 01-001 | Engineering and Layout (New Parking Lots and Roadway Work Only) | 200 | MH |
| 01-002 | Core Sampling | 60 | EA |
| 01-003 | Geotechnical Report | 10 | EA |
| 01-004 | Traffic Control Plan | 4 | EA |
| EROSION CONTROL | |||
| 02-001 | Erosion Control Fabric | 15000 | SY |
| 02-002 | Hay Bales | 1000 | EA |
| 02-003 | Wattles | 500 | LF |
| 02-004 | Silt Fencing | 15000 | LF |
| 02-005 | Top Soil (4" Thick CIP) | 55000 | SY |
| 02-006 | Hydroseeding Operations | 160000 | SY |
| 02-007 | Sodding Operations | 20000 | SY |
| 02-008 | Stone Riprap (2 lb) | 35 | CY |
| 02-009 | Stone Riprap (10 lb) | 250 | CY |
| 02-010 | Stone Riprap (30 lb) | 1000 | CY |
| 02-011 | Stone Riprap (55 lb) | 150 | CY |
| 02-012 | Stone Riprap (130 lb) | 25 | CY |
| 02-018 | Concrete Block Revetment | 300 | SY |
| 02-019 | Turf Reinfocement Mat | 700 | SY |
| CLEARING AND GRUBBING | |||
| 03-001 | Clear and Grub - Tree 6" to 12" DBH, Includes Stump Removal | 20 | EA |
| 03-002 | Clear and Grub - Tree 12" to 24" DBH, Includes Stump Removal | 5 | EA |
| 03-003 | Clear and Grub - Tree Over 24" DBH, Includes Stump Removal | 2 | EA |
| 03-004 | Clearing and Grubbing Area with Trees 6" DBH or Less | 15 | ACRE |
| DEMOLITION | |||
| 04-001 | Remove Storm Drain Pipe (Up to 36" Diameter) | 250 | LF |
| 04-002 | Remove Storm Drain Pipe (> 36" Diameter) | 100 | LF |
| 04-003 | Full Depth Reclamation: Pulverize, Grade, Compact, and Stablize (Up to 8" Depth) | 80000 | SY |
| 04-004 | Full Depth Reclamation: Pulverize, Grade, Compact, and Stablize (Up to 12" Depth) | 75000 | SY |
| 04-005 | Remove Asphalt Pavements | 15000 | SY |
| 04-006 | Cold Milling Asphalt Pavement (Up to 2" Depth, 0 - 5,000 SY) | 60000 | SY |
| 04-007 | Cold Milling Asphalt Pavement (Up to 2" Depth, > 5,000 SY) | 25000 | SY |
| 04-008 | Cold Milling Asphalt Pavement (> 2" Depth, per 1") | 5000 | SY |
| 04-009 | Diamond Grinding | 250 | SY |
| 04-010 | Remove Concrete Curb and Gutter | 250 | LF |
| 04-011 | Remove Concrete Sidewalk | 200 | SY |
| 04-012 | Remove Concrete Pavement 4' Thick | 4000 | SY |
| 04-013 | Remove Concrete Pavement 6' Thick | 500 | SY |
| 04-014 | Remove Concrete Pavement 8' Thick | 500 | SY |
| 04-015 | Remove Concrete Pavement 10' Thick | 500 | SY |
| 04-016 | Remove Unreinforced Concrete | 250 | CY |
| 04-017 | Remove Reinforced Concrete | 250 | CY |
| 04-018 | Remove Manhole/Drop Inlet (Up to 5' Deep) | 2 | EA |
| 04-019 | Remove Manhole/Drop Inlet (> 5' Deep, Per 1') | 5 | LF |
| 04-020 | Saw Cut Concrete (Up to 4" Thick) | 1000 | LF |
| 04-021 | Saw Cut Concrete (> 4" Thick, per 1") | 1000 | LF |
| 04-022 | Saw Cut Asphalt (Up to 3" Thick) | 1000 | LF |
| 04-023 | Saw Cut Asphalt (> 3" Thick, per 1") | 500 | LF |
| 04-024 | Remove Pavement Markings: Painted | 2000 | SF |
| 04-025 | Remove Pavement Markings: Thermoplastic | 2000 | SF |
| 04-026 | Remove Traffic Sign and Post | 100 | EA |
| 04-027 | Remove Wheel Stop | 50 | EA |
| 04-028 | Remove Guardrail | 200 | LF |
| 04-029 | Remove Existing Fence (Up to 7' Height) | 200 | LF |
| EARTHWORK | |||
| 05-001 | Geotextile Fabric | 35000 | SY |
| 05-002 | Excavation: Stockpiled On Site | 15000 | CY |
| 05-003 | Excavation: Excess Hauled Off Site | 40000 | CY |
| 05-004 | Backfill and Compact Utilizing On Site Sources | 15000 | CY |
| 05-005 | Backfill and Compact Utilizing Borrow Material: GOV Provided | 10000 | CY |
| 05-006 | Backfill and Compact Utilizing Borrow Material: Contractor Provided | 30000 | CY |
| 05-007 | Scarify and Compact | 135000 | SY |
| 05-008 | Machine Grading | 100000 | SY |
| 05-009 | Soil Stabilization: Lime (Up to 8" Depth) | 20000 | SY |
| 05-010 | Soil Stabilization: Soil Cement (Up to 8" Depth) | 40000 | SY |
| STORM DRAINAGE | |||
| 06-001 | Storm Drain Pipe (6" PVC) | 500 | LF |
| 06-002 | Storm Drain Pipe (12" RCP) | 50 | LF |
| 06-003 | Storm Drain Pipe (18" RCP) | 150 | LF |
| 06-004 | Storm Drain Pipe (24" RCP) | 50 | LF |
| 06-005 | Storm Drain Pipe (30" RCP) | 100 | LF |
| 06-006 | Storm Drain Pipe (36" RCP) | 100 | LF |
| 06-007 | Storm Drain Pipe (48" RCP) | 50 | LF |
| 06-008 | Storm Drain Pipe (60" RCP) | 50 | LF |
| 06-009 | Storm Drain Pipe (12" CMP) | 200 | LF |
| 06-010 | Storm Drain Pipe (18" CMP) | 125 | LF |
| 06-011 | Storm Drain Pipe (24" CMP) | 50 | LF |
| 06-012 | Storm Drain Pipe (30" CMP) | 100 | LF |
| 06-013 | Storm Drain Pipe (36" CMP) | 100 | LF |
| 06-014 | Storm Drain Pipe (48" CMP) | 50 | LF |
| 06-015 | Storm Drain Pipe (60" CMP) | 50 | LF |
| 06-016 | Flared End Section (12" RCP) | 2 | EA |
| 06-017 | Flared End Section (18" RCP) | 6 | EA |
| 06-018 | Flared End Section (24" RCP) | 2 | EA |
| 06-019 | Flared End Section (30" RCP) | 2 | EA |
| 06-020 | Flared End Section (36" RCP) | 2 | EA |
| 06-021 | Flared End Section (48" RCP) | 1 | EA |
| 06-022 | Flared End Section (60" RCP) | 1 | EA |
| 06-023 | Perforated Pipe (6" HDPE) | 2000 | LF |
| 06-024 | Storm Drain Box ( 6' span x 3 ' rise RCB Culvert) | 120 | LF |
| 06-025 | Storm Drain Box ( RCB Per additional 1' of span) | 360 | LF |
| 06-026 | Storm Drain Box ( RCB Per additional 1' of rise) | 360 | LF |
| DRAINAGE STRUCTURES | |||
| 07-001 | Concrete Headwall Pipe (12") | 10 | EA |
| 07-002 | Concrete Headwall Pipe (18") | 10 | EA |
| 07-003 | Concrete Headwall Pipe (24") | 10 | EA |
| 07-004 | Concrete Headwall Pipe (30") | 10 | EA |
| 07-005 | Concrete Headwall Pipe (36") | 10 | EA |
| 07-006 | Concrete Headwall Pipe (48") | 10 | EA |
| 07-007 | Concrete Headwall Pipe (60") | 10 | EA |
| 07-008 | Concrete Headwall | 200 | CY |
| 07-009 | Concrete Wing Walls and Apron | 200 | CY |
| 07-010 | Concrete Flumes, Chutes, and Weir Check Dams | 400 | CY |
| 07-011 | Manhole with Frame and Cover (Up to 4' Depth) | 1 | EA |
| 07-012 | Install Additional 1' Depth to Manhole | 5 | EA |
| 07-013 | Catch Basin with Frame and Cover (Up to 4' Depth) | 3 | EA |
| 07-014 | Install Additional 1' Depth to Catch Basin | 5 | EA |
| 07-015 | Adjust Utility Boxes | 3 | EA |
| AGGREGATE | |||
| 08-001 | Graded Aggregate Base: GOV Provided (6" Thick CIP) | 35000 | SY |
| 08-002 | Graded Aggregate Base: GOV Provided (> 6" Thick CIP, per 2") | 15000 | SY |
| 08-003 | Graded Aggregate Base: Contractor Provided (6" Thick CIP) | 50000 | SY |
| 08-004 | Graded Aggregate Base: Contractor Provided (> 6" Thick CIP, per 2") | 10000 | SY |
| 08-005 | Aggregate Roadway Surfacing | 250 | CY |
| CONCRETE | |||
| 09-001 | 18" Curb and Gutter (6" High Barrier Type) | 2000 | LF |
| 09-002 | 18" Curb and Gutter (Mountable Type) | 150 | LF |
| 09-003 | Concrete Pavement: 4" Thick | 50 | SY |
| 09-004 | Concrete Pavement: 6" Thick | 300 | SY |
| 09-005 | Concrete Pavement: 8" Thick | 600 | SY |
| 09-006 | Concrete Pavement: 10" Thick | 100 | SY |
| 09-007 | Concrete Sidewalk (4" Thick) | 150 | SY |
| 09-008 | ADA Detectable Warning Surface | 100 | SF |
| 09-009 | Add Color to Concrete | 5 | CY |
| 09-010 | Add Concrete Stamping | 300 | SF |
| 09-011 | Clean and Seal Existing Concrete Joints | 750 | LF |
| 09-012 | Clean and Seal Concrete Cracks | 500 | LF |
| 09-013 | Full Depth Patch | 100 | CY |
| 09-014 | Partial Depth Patch | 50 | CY |
| ASPHALT PAVEMENT | |||
| 10-001 | Asphalt Binder Course (2") | 60000 | SY |
| 10-002 | Asphalt Surface Course (1.5") | 40000 | SY |
| 10-003 | Asphalt Surface Course (2") | 20000 | SY |
| 10-004 | Airfield Asphalt Surface Course (2") | 10000 | SY |
| 10-005 | Asphalt Slurry Seal (1/4") | 25000 | SY |
| 10-006 | Clean and Seal Existing Asphalt Joints | 250 | LF |
| 10-007 | Clean and Seal Asphalt Cracks | 500 | LF |
| PAVEMENT MARKING | |||
| 11-001 | Thermoplastic Single Solid Traffic Striping (4" Wide) | 40000 | LF |
| 11-002 | Thermoplastic Single Broken Traffic Striping (4" Wide) | 10000 | LF |
| 11-003 | Thermoplastic Stop Line (24" Wide) or Yield Line (24" Wide x 36" High) | 500 | LF |
| 11-004 | Thermoplastic Crosswalk (12") | 2000 | LF |
| 11-005 | Thermoplastic Symbol: Arrow | 15 | EA |
| 11-006 | Thermoplastic Symbol: Handicap Parking (White with Blue Back) | 20 | EA |
| 11-007 | Thermoplastic Symbol: Railroad Crossing | 2 | EA |
| 11-008 | Thermoplastic Symbol: School Crossing | 2 | EA |
| 11-009 | Thermoplastic Numbers or Letters (6" Wide) | 20 | EA |
| 11-010 | Painted Single Solid Traffic Striping (4" Wide) | 10000 | LF |
| 11-011 | Painted Single Broken Traffic Striping (4" Wide) | 5000 | LF |
| 11-012 | Painted Stop Bar (24" Wide) | 200 | LF |
| 11-013 | Painted Numbers or Letters (6" Wide) | 20 | EA |
| 11-014 | Painted Temporary Striping (4" Wide) | 10000 | LF |
| 11-015 | Raised Reflective Pavement Markers | 1250 | EA |
| MISCELLANEOUS | |||
| 12-001 | Reinstall Existing Traffic Sign and Post | 25 | EA |
| 12-002 | New Traffic Sign and Post (Up to 9 SF) | 100 | EA |
| 12-003 | New Traffic Sign and Post (> 9 SF) | 10 | EA |
| 12-004 | New Type 2 Object Marker | 20 | EA |
| 12-005 | New Type 3 Object Marker | 20 | EA |
| 12-006 | New Solar-Powered Pedestrian Crosswalk Signage | 5 | EA |
| 12-007 | Portable Changeable Message Sign | 16 | WEEK |
| 12-008 | Security Bar Grates at Drainage Crossings | 750 | SF |
| 12-009 | Security Bar Grates Hinged | 750 | SF |
| 12-010 | Steel Beam Guardrail | 200 | LF |
| 12-011 | Guardrail End Treatment | 2 | EA |
| 12-012 | Reinstall Existing Wheel Stop | 40 | EA |
| 12-013 | New Precast Wheel Stop | 10 | EA |
| 12-014 | Bollard: Embedded Fixed (4") | 10 | EA |
| 12-015 | Bollard: Embedded Fixed (6") | 10 | EA |
| 12-016 | Bollard: Removable (4") | 10 | EA |
| 12-017 | Bollard: Removable (6") | 10 | EA |
| 12-018 | Segmental Concrete Block Retaining Wall | 3000 | SF |
| 12-019 | New Security Fence (Up to 7' Height) | 100 | LF |
| 12-020 | New Security Fence Gate | 2 | EA |
| 12-021 | Rubber Removal from Airfeild Pavement | 10000 | SF |
| 12-022 | Night Differential | 1667 | MH |
TOTAL (Option YEAR 1) $0.00
Option 2
ITEM NO. DESCRIPTION ESTIMATED QUANTITY UNIT UNIT PRICE ESTIMATED AMOUNT
| ENGINEERING AND LAYOUT | |||
| 01-001 | Engineering and Layout (New Parking Lots and Roadway Work Only) | 200 | MH |
| 01-002 | Core Sampling | 60 | EA |
| 01-003 | Geotechnical Report | 10 | EA |
| 01-004 | Traffic Control Plan | 4 | EA |
| EROSION CONTROL | |||
| 02-001 | Erosion Control Fabric | 15000 | SY |
| 02-002 | Hay Bales | 1000 | EA |
| 02-003 | Wattles | 500 | LF |
| 02-004 | Silt Fencing | 15000 | LF |
| 02-005 | Top Soil (4" Thick CIP) | 55000 | SY |
| 02-006 | Hydroseeding Operations | 160000 | SY |
| 02-007 | Sodding Operations | 20000 | SY |
| 02-008 | Stone Riprap (2 lb) | 35 | CY |
| 02-009 | Stone Riprap (10 lb) | 250 | CY |
| 02-010 | Stone Riprap (30 lb) | 1000 | CY |
| 02-011 | Stone Riprap (55 lb) | 150 | CY |
| 02-012 | Stone Riprap (130 lb) | 25 | CY |
| 02-018 | Concrete Block Revetment | 300 | SY |
| 02-019 | Turf Reinfocement Mat | 700 | SY |
| CLEARING AND GRUBBING | |||
| 03-001 | Clear and Grub - Tree 6" to 12" DBH, Includes Stump Removal | 20 | EA |
| 03-002 | Clear and Grub - Tree 12" to 24" DBH, Includes Stump Removal | 5 | EA |
| 03-003 | Clear and Grub - Tree Over 24" DBH, Includes Stump Removal | 2 | EA |
| 03-004 | Clearing and Grubbing Area with Trees 6" DBH or Less | 15 | ACRE |
| DEMOLITION | |||
| 04-001 | Remove Storm Drain Pipe (Up to 36" Diameter) | 250 | LF |
| 04-002 | Remove Storm Drain Pipe (> 36" Diameter) | 100 | LF |
| 04-003 | Full Depth Reclamation: Pulverize, Grade, Compact, and Stablize (Up to 8" Depth) | 80000 | SY |
| 04-004 | Full Depth Reclamation: Pulverize, Grade, Compact, and Stablize (Up to 12" Depth) | 75000 | SY |
| 04-005 | Remove Asphalt Pavements | 15000 | SY |
| 04-006 | Cold Milling Asphalt Pavement (Up to 2" Depth, 0 - 5,000 SY) | 60000 | SY |
| 04-007 | Cold Milling Asphalt Pavement (Up to 2" Depth, > 5,000 SY) | 25000 | SY |
| 04-008 | Cold Milling Asphalt Pavement (> 2" Depth, per 1") | 5000 | SY |
| 04-009 | Diamond Grinding | 250 | SY |
| 04-010 | Remove Concrete Curb and Gutter | 250 | LF |
| 04-011 | Remove Concrete Sidewalk | 200 | SY |
| 04-012 | Remove Concrete Pavement 4' Thick | 4000 | SY |
| 04-013 | Remove Concrete Pavement 6' Thick | 500 | SY |
| 04-014 | Remove Concrete Pavement 8' Thick | 500 | SY |
| 04-015 | Remove Concrete Pavement 10' Thick | 500 | SY |
| 04-016 | Remove Unreinforced Concrete | 250 | CY |
| 04-017 | Remove Reinforced Concrete | 250 | CY |
| 04-018 | Remove Manhole/Drop Inlet (Up to 5' Deep) | 2 | EA |
| 04-019 | Remove Manhole/Drop Inlet (> 5' Deep, Per 1') | 5 | LF |
| 04-020 | Saw Cut Concrete (Up to 4" Thick) | 1000 | LF |
| 04-021 | Saw Cut Concrete (> 4" Thick, per 1") | 1000 | LF |
| 04-022 | Saw Cut Asphalt (Up to 3" Thick) | 1000 | LF |
| 04-023 | Saw Cut Asphalt (> 3" Thick, per 1") | 500 | LF |
| 04-024 | Remove Pavement Markings: Painted | 2000 | SF |
| 04-025 | Remove Pavement Markings: Thermoplastic | 2000 | SF |
| 04-026 | Remove Traffic Sign and Post | 100 | EA |
| 04-027 | Remove Wheel Stop | 50 | EA |
| 04-028 | Remove Guardrail | 200 | LF |
| 04-029 | Remove Existing Fence (Up to 7' Height) | 200 | LF |
| EARTHWORK | |||
| 05-001 | Geotextile Fabric | 35000 | SY |
| 05-002 | Excavation: Stockpiled On Site | 15000 | CY |
| 05-003 | Excavation: Excess Hauled Off Site | 40000 | CY |
| 05-004 | Backfill and Compact Utilizing On Site Sources | 15000 | CY |
| 05-005 | Backfill and Compact Utilizing Borrow Material: GOV Provided | 10000 | CY |
| 05-006 | Backfill and Compact Utilizing Borrow Material: Contractor Provided | 30000 | CY |
| 05-007 | Scarify and Compact | 135000 | SY |
| 05-008 | Machine Grading | 100000 | SY |
| 05-009 | Soil Stabilization: Lime (Up to 8" Depth) | 20000 | SY |
| 05-010 | Soil Stabilization: Soil Cement (Up to 8" Depth) | 40000 | SY |
| STORM DRAINAGE | |||
| 06-001 | Storm Drain Pipe (6" PVC) | 500 | LF |
| 06-002 | Storm Drain Pipe (12" RCP) | 50 | LF |
| 06-003 | Storm Drain Pipe (18" RCP) | 150 | LF |
| 06-004 | Storm Drain Pipe (24" RCP) | 50 | LF |
| 06-005 | Storm Drain Pipe (30" RCP) | 100 | LF |
| 06-006 | Storm Drain Pipe (36" RCP) | 100 | LF |
| 06-007 | Storm Drain Pipe (48" RCP) | 50 | LF |
| 06-008 | Storm Drain Pipe (60" RCP) | 50 | LF |
| 06-009 | Storm Drain Pipe (12" CMP) | 200 | LF |
| 06-010 | Storm Drain Pipe (18" CMP) | 125 | LF |
| 06-011 | Storm Drain Pipe (24" CMP) | 50 | LF |
| 06-012 | Storm Drain Pipe (30" CMP) | 100 | LF |
| 06-013 | Storm Drain Pipe (36" CMP) | 100 | LF |
| 06-014 | Storm Drain Pipe (48" CMP) | 50 | LF |
| 06-015 | Storm Drain Pipe (60" CMP) | 50 | LF |
| 06-016 | Flared End Section (12" RCP) | 2 | EA |
| 06-017 | Flared End Section (18" RCP) | 6 | EA |
| 06-018 | Flared End Section (24" RCP) | 2 | EA |
| 06-019 | Flared End Section (30" RCP) | 2 | EA |
| 06-020 | Flared End Section (36" RCP) | 2 | EA |
| 06-021 | Flared End Section (48" RCP) | 1 | EA |
| 06-022 | Flared End Section (60" RCP) | 1 | EA |
| 06-023 | Perforated Pipe (6" HDPE) | 2000 | LF |
| 06-024 | Storm Drain Box ( 6' span x 3 ' rise RCB Culvert) | 120 | LF |
| 06-025 | Storm Drain Box ( RCB Per additional 1' of span) | 360 | LF |
| 06-026 | Storm Drain Box ( RCB Per additional 1' of rise) | 360 | LF |
| DRAINAGE STRUCTURES | |||
| 07-001 | Concrete Headwall Pipe (12") | 10 | EA |
| 07-002 | Concrete Headwall Pipe (18") | 10 | EA |
| 07-003 | Concrete Headwall Pipe (24") | 10 | EA |
| 07-004 | Concrete Headwall Pipe (30") | 10 | EA |
| 07-005 | Concrete Headwall Pipe (36") | 10 | EA |
| 07-006 | Concrete Headwall Pipe (48") | 10 | EA |
| 07-007 | Concrete Headwall Pipe (60") | 10 | EA |
| 07-008 | Concrete Headwall | 200 | CY |
| 07-009 | Concrete Wing Walls and Apron | 200 | CY |
| 07-010 | Concrete Flumes, Chutes, and Weir Check Dams | 400 | CY |
| 07-011 | Manhole with Frame and Cover (Up to 4' Depth) | 1 | EA |
| 07-012 | Install Additional 1' Depth to Manhole | 5 | EA |
| 07-013 | Catch Basin with Frame and Cover (Up to 4' Depth) | 3 | EA |
| 07-014 | Install Additional 1' Depth to Catch Basin | 5 | EA |
| 07-015 | Adjust Utility Boxes | 3 | EA |
| AGGREGATE | |||
| 08-001 | Graded Aggregate Base: GOV Provided (6" Thick CIP) | 35000 | SY |
| 08-002 | Graded Aggregate Base: GOV Provided (> 6" Thick CIP, per 2") | 15000 | SY |
| 08-003 | Graded Aggregate Base: Contractor Provided (6" Thick CIP) | 50000 | SY |
| 08-004 | Graded Aggregate Base: Contractor Provided (> 6" Thick CIP, per 2") | 10000 | SY |
| 08-005 | Aggregate Roadway Surfacing | 250 | CY |
| CONCRETE | |||
| 09-001 | 18" Curb and Gutter (6" High Barrier Type) | 2000 | LF |
| 09-002 | 18" Curb and Gutter (Mountable Type) | 150 | LF |
| 09-003 | Concrete Pavement: 4" Thick | 50 | SY |
| 09-004 | Concrete Pavement: 6" Thick | 300 | SY |
| 09-005 | Concrete Pavement: 8" Thick | 600 | SY |
| 09-006 | Concrete Pavement: 10" Thick | 100 | SY |
| 09-007 | Concrete Sidewalk (4" Thick) | 150 | SY |
| 09-008 | ADA Detectable Warning Surface | 100 | SF |
| 09-009 | Add Color to Concrete | 5 | CY |
| 09-010 | Add Concrete Stamping | 300 | SF |
| 09-011 | Clean and Seal Existing Concrete Joints | 750 | LF |
| 09-012 | Clean and Seal Concrete Cracks | 500 | LF |
| 09-013 | Full Depth Patch | 100 | CY |
| 09-014 | Partial Depth Patch | 50 | CY |
| ASPHALT PAVEMENT | |||
| 10-001 | Asphalt Binder Course (2") | 60000 | SY |
| 10-002 | Asphalt Surface Course (1.5") | 40000 | SY |
| 10-003 | Asphalt Surface Course (2") | 20000 | SY |
| 10-004 | Airfield Asphalt Surface Course (2") | 10000 | SY |
| 10-005 | Asphalt Slurry Seal (1/4") | 25000 | SY |
| 10-006 | Clean and Seal Existing Asphalt Joints | 250 | LF |
| 10-007 | Clean and Seal Asphalt Cracks | 500 | LF |
| PAVEMENT MARKING | |||
| 11-001 | Thermoplastic Single Solid Traffic Striping (4" Wide) | 40000 | LF |
| 11-002 | Thermoplastic Single Broken Traffic Striping (4" Wide) | 10000 | LF |
| 11-003 | Thermoplastic Stop Line (24" Wide) or Yield Line (24" Wide x 36" High) | 500 | LF |
| 11-004 | Thermoplastic Crosswalk (12") | 2000 | LF |
| 11-005 | Thermoplastic Symbol: Arrow | 15 | EA |
| 11-006 | Thermoplastic Symbol: Handicap Parking (White with Blue Back) | 20 | EA |
| 11-007 | Thermoplastic Symbol: Railroad Crossing | 2 | EA |
| 11-008 | Thermoplastic Symbol: School Crossing | 2 | EA |
| 11-009 | Thermoplastic Numbers or Letters (6" Wide) | 20 | EA |
| 11-010 | Painted Single Solid Traffic Striping (4" Wide) | 10000 | LF |
| 11-011 | Painted Single Broken Traffic Striping (4" Wide) | 5000 | LF |
| 11-012 | Painted Stop Bar (24" Wide) | 200 | LF |
| 11-013 | Painted Numbers or Letters (6" Wide) | 20 | EA |
| 11-014 | Painted Temporary Striping (4" Wide) | 10000 | LF |
| 11-015 | Raised Reflective Pavement Markers | 1250 | EA |
| MISCELLANEOUS | |||
| 12-001 | Reinstall Existing Traffic Sign and Post | 25 | EA |
| 12-002 | New Traffic Sign and Post (Up to 9 SF) | 100 | EA |
| 12-003 | New Traffic Sign and Post (> 9 SF) | 10 | EA |
| 12-004 | New Type 2 Object Marker | 20 | EA |
| 12-005 | New Type 3 Object Marker | 20 | EA |
| 12-006 | New Solar-Powered Pedestrian Crosswalk Signage | 5 | EA |
| 12-007 | Portable Changeable Message Sign | 16 | WEEK |
| 12-008 | Security Bar Grates at Drainage Crossings | 750 | SF |
| 12-009 | Security Bar Grates Hinged | 750 | SF |
| 12-010 | Steel Beam Guardrail | 200 | LF |
| 12-011 | Guardrail End Treatment | 2 | EA |
| 12-012 | Reinstall Existing Wheel Stop | 40 | EA |
| 12-013 | New Precast Wheel Stop | 10 | EA |
| 12-014 | Bollard: Embedded Fixed (4") | 10 | EA |
| 12-015 | Bollard: Embedded Fixed (6") | 10 | EA |
| 12-016 | Bollard: Removable (4") | 10 | EA |
| 12-017 | Bollard: Removable (6") | 10 | EA |
| 12-018 | Segmental Concrete Block Retaining Wall | 3000 | SF |
| 12-019 | New Security Fence (Up to 7' Height) | 100 | LF |
| 12-020 | New Security Fence Gate | 2 | EA |
| 12-021 | Rubber Removal from Airfeild Pavement | 10000 | SF |
| 12-022 | Night Differential | 1667 | MH |
TOTAL (Option YEAR 2) $0.00
Bid Summary
| Fort Polk Paving and Drainage | |
| Total | |
| Base Year | |
| Ordering Year 1 | |
| Ordering Year 2 | |
| 0 |
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