BidSchedule Novosel Paving.xlsx
XLSX spreadsheet 106 KB Posted
- Attached to
- GRADING, DRAINAGE AND PAVEMENT CONSTRUCTION, MAINTENANCE, AND REPAIRS POSTWIDE FORT NOVOSEL, ALABAMA
- Solicitation number
- W911S025BA0001
About this file
This is a detailed bid schedule spreadsheet for paving, grading, and drainage construction services at Fort Novosel, Alabama. The document outlines estimated quantities and completion times for over 200 line items across a base year and four option years, including tasks such as clearing/grubbing, concrete/asphalt removal, excavation, base course installation, bituminous paving, concrete work, drainage structures, traffic control items, and environmental compliance.
The work requires contractors to provide all labor, materials, equipment, supervision and transportation for road and parking lot construction and maintenance throughout Fort Novosel. Key requirements include utility location services, permit acquisition, as-built documentation, and NPDES permit compliance for projects under 5 acres. The contract uses unit pricing with specified daily production rates (Completion Times) for most items. Major volumes include 10,000 cubic yards of unclassified excavation, 7,500 square yards of crushed aggregate base course, and significant quantities of various asphalt and concrete paving items. The contract is being administered by the Army Materiel Command Mission and Installation Contracting Command at Fort Eustis.
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Other files
| File | Type | Posted |
|---|---|---|
| SF 1409 Novosel Paving.pdf | ||
| SF_1409 Novosel Bid Recording.pdf | ||
| Solicitation Amendment - W911S025BA0010001.pdf | ||
| Paving Solicitation QuestionsAnswers.xlsx | XLSX spreadsheet | |
| Ft Novosel Paving PERFORMANCE WORK STATEMENT 03042025.docx | DOCX document | |
| Paving Solicitation QuestionsAnswers (1).xlsx | XLSX spreadsheet | |
| Solicitation - W911S025BA001 ADJ. FINAL.pdf | ||
| Bid Schedule 1.xlsx | XLSX spreadsheet | |
| Performance Work Statment.docx | DOCX document | |
| SpecBookComplete ALDOT Specs 2022.pdf |
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Text version
Base Year
| BIDDING SCHEDULE | Base Year | ||||
| ITEM NO. | DESCRIPTION | UNIT | PRICE | EST QTY | TOTAL |
| 0001 | Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 Acre | Acre | 10 | $ - 0 | |
| 0002 | Removing Trees (AHS DOC 201) CT: 3 Trees/day | Each | 4 | $ - 0 | |
| 0003 | Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/day | Square Yard | 150 | $ - 0 | |
| 0004 | Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/day | Square Yard | 400 | $ - 0 | |
| 0005 | Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/day | Square Yard | 1,750 | $ - 0 | |
| 0006 | Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 500 | $ - 0 | |
| 0007 | Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 200 | $ - 0 | |
| 0008 | Removing X-Large Pipe (>60") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 50 | $ - 0 | |
| 0009 | Removing Old Box Culvert (AHS DOC 206) CT: 10 LF/day Note: Maximum culvert size: 10'x10' | Linear Foot | 4 | $ - 0 | |
| 0010 | Removing Curb (AHS DOC 206) CT: 50 LF/day | Linear Foot | 230 | $ - 0 | |
| 0011 | Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/day | Linear Foot | 55 | $ - 0 | |
| 0012 | Removing Guardrail (AHS DOC 206) CT: 50 LF/day | Linear Foot | 125 | $ - 0 | |
| 0013 | Removing Rail Road Track (AHS DOC 206) CT: 25 LF/day | Linear Foot | 25 | $ - 0 | |
| 0014 | Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/ea | Each | 4 | $ - 0 | |
| 0015 | Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/ea | Each | 4 | $ - 0 | |
| 0016 | Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 0017 | Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/ea | Each | 4 | $ - 0 | |
| 0018 | Removing 6' Chain Link Fence with Barbed Wire (AHS DOC 206) CT: 500 LF/day | LF | 1000 | $ - 0 | |
| 0019 | Saw Cutting Reinforced Concrete Slab up to 10" depth | Linear Foot | 1000 | $ - 0 | |
| UNCLASSIFIED EXCAVATION (AHS DOC 210) | |||||
| 0021 | Unclassified Excavation (1-100 CY) CT: 100 CY/day | Cubic Yard | 60 | $ - 0 | |
| 0022 | Unclassified Excavation (101-1000 CY) CT: 100 CY/day | Cubic Yard | 200 | $ - 0 | |
| 0023 | Unclassified Excavation (>1,000 CY) CT: 100 CY/day | Cubic Yard | 10,000 | $ - 0 | |
| 0024 | Muck Excavation (AHS DOC 210) CT: 25 CY/day | Cubic Yard | 13 | $ - 0 | |
| BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price) | |||||
| 0026 | Borrow Excavation (1-100 CY) CT: 100 CY/day | Cubic Yard | 120 | $ - 0 | |
| 0027 | Borrow Excavation (101-500 CY) CT: 100 CY/day | Cubic Yard | 130 | $ - 0 | |
| 0028 | Borrow Excavation (>500 CY) CT: 100 CY /day | Cubic Yard | 5,000 | $ - 0 | |
| 0029 | Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/day | Station | 200 | $ - 0 | |
| 0030 | Structure Excavation (AHS DOC 214) CT: 75 CY/day | Cubic Yard | 100 | $ - 0 | |
| 0031 | Foundation Backfill (AHS DOC 214) CT: 10 CY/day | Cubic Yard | 50 | $ - 0 | |
| ROADBED PROCESSING (AHS DOC 230) | |||||
| 0033 | Roadbed Processing (1-2,000 SY) CT: 100 SY/day | Square Yard | 500 | $ - 0 | |
| 0034 | Roadbed Processing (>2,000 SY) CT: 100 SY/day | Square Yard | 5,000 | $ - 0 | |
| 0035 | Pneumatic Roller Compaction CT: 250 SY/day | Square Yard | 4 | $ - 0 | |
| 0036 | Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/day | Ton | 20 | $ - 0 | |
| GRANULAR SOIL BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) | |||||
| 0038 | Granular Soil Base Course (1-2,000 SY) CT: 250 SY/day | Square Yard | 1,750 | $ - 0 | |
| 0039 | Granular Soil Base Course (>2,000 SY) CT: 250 SY/day | Square Yard | 3,500 | $ - 0 | |
| SOIL AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) | |||||
| 0041 | Soil Aggregate Base Course (1-2,000 SY) CT: 100 SY/day | Square Yard | 100 | $ - 0 | |
| 0042 | Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/day | Square Yard | 400 | $ - 0 | |
| CRUSHED AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) Note: 1 Ton = 3 SY | |||||
| 0044 | Crushed Aggregate Base Course (1-2,000 SY) CT: 100 SY/day | Square Yard | 500 | $ - 0 | |
| 0045 | Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/day | Square Yard | 7500 | $ - 0 | |
| 0046 | Compaction Test (Nuclear Method (AHS DOC 306) CT: N/A | Each | 4 | $ - 0 | |
| 0047 | Proctor Density Test (AHS DOC 306) CT: 2 Ea/day | Each | 4 | $ - 0 | |
| 0048 | Drainage Plane Layer 6" Depth (AHS DOC 315) 100 SY/day | Square Yard | 1000 | $ - 0 | |
| 0049 | Bituminous Treatment Prime Coat A (AHS DOC 401) CT: N/A | Square Yard | 7500 | $ - 0 | |
| 0050 | Bituminous Surface Treatment J (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | |
| 0051 | Bituminous Surface Treatment G (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | |
| 0052 | Bituminous Surface Treatment B (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | |
| 0053 | Tack Coat (AHS DOC 405) CT: 200 GA/day | Gallon | 5000 | $ - 0 | |
| 0054 | Polymer Modified Asphalt Emulsion Sealer for Parking Lots, with Sand (ASTM D8099/D8099M-17). Blended application of aggregate and emulsion. 500 SY/day | Square Yard | 10000 | $ - 0 | |
| 0055 | Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(1-2,000SY) (Section 32 01 16 73) CT: 1 days/500 SY | Square Yard | 500 | $ - 0 | |
| 0056 | Crack Seal Asphalt with Routing (UFGS 32 01 17.61 and UFC 3-270-01) 1500 LF/day | Linear Foot | 10000 | $ - 0 | |
| PLANNING (MILLING) OF EXISTING PAVEMENT (TO 1" THICKNESS) (AHS DOC 408) | |||||
| 0058 | Planning (Milling) of Existing Pavement (To 1" Thickness) (1-5,000 SY) CT: 500 SY/day | Square Yard | 1,500 | $ - 0 | |
| 0059 | Planning (Milling) of Existing Pavement (To 1" Thickness (>5,000 SY) CT: 500 SY/day | Square Yard | 35,000 | $ - 0 | |
| ADDITIONAL PLANNING (MILLING) PAVEMENT (From 1" to 3") (AHS DOC 408) (1" Thick per SY, Orderable in 2" thick per SY increments) | |||||
| 0061 | Additional Planning (Milling) Pavement (From 1" to 3") (1-5,000 SY) CT: 500 SY/day | Square Yard | 1500 | $ - 0 | |
| 0062 | Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/day | Square Yard | 25000 | $ - 0 | |
| AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15) | |||||
| 0064 | Airfield Pavement (1-500 Tons) CT: 250 Tons/day | Ton | 100 | $ - 0 | |
| 0065 | Airfield Pavement (>500 Tons) CT: 250 Tons/day | Ton | 4,250 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER (1"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0067 | Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (1-100 Tons) CT: 10 Tons/day | Ton | 25 | $ - 0 | |
| 0068 | Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (>100 Tons) CT: 10 Tons/day | Ton | 225 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, PATCHING (1"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0070 | Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/day | Ton | 25 | $ - 0 | |
| 0071 | Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (>25 Tons) CT: 5 Tons/day | Ton | 100 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, WIDENING (1"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0073 | Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (1-100 Tons) CT: 5 Tons/day | Ton | 15 | $ - 0 | |
| 0074 | Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (>100 Tons) CT: 5 Tons/day | Ton | 100 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (1/2"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0076 | Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/day | Ton | 125 | $ - 0 | |
| 077 | Superpave Bituminous Concrete Wearing Surface Layer (1/2") (201-500 Tons) CT: 250 Tons/day | Ton | 400 | $ - 0 | |
| 0078 | Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day | Ton | 5,000 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (3/8"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0080 | Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/day | Ton | 50 | $ - 0 | |
| 0081 | Superpave Bituminous Concrete Wearing Surface Layer (3/8") (201-500 Tons) CT: 250 Tons/day | Ton | 100 | $ - 0 | |
| 0082 | Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day | Ton | 225 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - PATCHING (1/2"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0084 | Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/day | Ton | 5 | $ - 0 | |
| 0085 | Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (>25 Tons) CT: 5 Tons/day | Ton | 30 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-LEVELING (3/8"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0087 | Superpave Bituminous Concrete Wearing Layer-Leveling (3/8"), ESAL Range C/D (1-250 Tons) CT: 25 Tons/day | Ton | 175 | $ - 0 | |
| 0088 | Superpave Bituminous Concrete Wearing Layer-Leveling (3/8") (>250 Tons) CT: 25 Tons/day | Ton | 350 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-WIDENING (1/2"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 0090 | Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (1-100 Tons) CT: 25 Tons/day | Ton | 25 | $ - 0 | |
| 0091 | Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (>100 Tons) CT: 25 Tons/day | Ton | 120 | $ - 0 | |
| 0092 | Aggregate Surfacing (AHS DOC 430) (Note: 1 Ton = 4.45 SY @ 6" thick) CT: 100 Tons/day | Ton | 100 | $ - 0 | |
| 0093 | Plain or Reinforced Cement Concrete Pavement 4" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 525 | $ - 0 | |
| 0094 | Plain or Reinforced Cement Concrete Pavement 6" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 450 | $ - 0 | |
| 0095 | Plain or Reinforced Cement Concrete Pavement 8" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 1,000 | $ - 0 | |
| 0096 | Plain or Reinforced Cement Concrete Pavement 12" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 50 | $ - 0 | |
| 0097 | Cleaning and Sealing Concrete Joints Type1 (AHS DOC 454) 500 LF/day | Linear Foot | 1000 | $ - 0 | |
| 0098 | Water Blasting Concrete, Rubber Removal (UFGS 32 01 11.51) | Square Yard | 100000 | $ - 0 | |
| 0099 | 6"x6"-W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A | Square Yard | 1,500 | $ - 0 | |
| 0100 | 4"x4" - W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A | Square Yard | 400 | $ - 0 | |
| 0101 | ASTM Standard Reinforced Bars Steel Reinforcement (AHS DOC 502) CT: 300 lb/day | Pound | 1,000 | $ - 0 | |
| 0102 | Reinforced Culvert Concrete (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095 | Cubic Yard | 14 | $ - 0 | |
| 0103 | Reinforced Culvert Concrete Extension (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095 | Cubic Yard | 4 | $ - 0 | |
| 0104 | 12" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 0105 | 18" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 0106 | 24" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 0107 | 30" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 0108 | 36" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 0109 | 48" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 0110 | 60" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 0111 | 12" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 48 | $ - 0 | |
| 0112 | 18" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 200 | $ - 0 | |
| 0113 | 24" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 500 | $ - 0 | |
| 0114 | 30" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 500 | $ - 0 | |
| 0115 | 36" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 500 | $ - 0 | |
| 0116 | 48" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 100 | $ - 0 | |
| 0117 | 60" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 100 | $ - 0 | |
| 6" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS DOC 606) | |||||
| 0119 | Bottom of Trench Below Existing Ground Less Than or Equal to 3' CT: 20 LF/day | Linear Foot | 100 | $ - 0 | |
| 0120 | Bottom of Trench Between 3' and No More Than 6' CT: 20 LF/day (max bid less than or = 120% of Item 0115) | Linear Foot | 150 | $ - 0 | |
| 0121 | Bottom of Trench Between 6' and No More Than 9' CT: 20 LF/day (max bid less than or = 150% of Item 0115) | Linear Foot | 55 | $ - 0 | |
| 0122 | Bottom of Trench Between 9' and No More Than 12' CT: 20 LF/day (max bid less than or = 175% of Item (0115) | Linear Foot | 25 | $ - 0 | |
| 0123 | Paving Geotextiles (AHS DOC 607) CT: 250 SY/day | Square Yard | 12 | $ - 0 | |
| 0124 | Asphalt Sealant (AHS DOC 607) CT: N/A | Gallon | 100 | $ - 0 | |
| 0125 | Geotextile Separation Layer, (AHS DOC 608) CT: N/A | Square Yard | 1000 | $ - 0 | |
| 0126 | Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/day | Ton | 2,000 | $ - 0 | |
| 0127 | Filter Blanket, Geotextile Non-Woven (AHS DOC 610) CT: N/A | Square Yard | 1,000 | $ - 0 | |
| 0128 | Flowable Fill, Conventional, Excavatable (FDOT Standard Specifications Section 121) | Cubic Yard | 50 | $ - 0 | |
| 0129 | Slope Paving (AHS DOC 614) CT: 2 CY/day | Cubic Yard | 250 | $ - 0 | |
| 0130 | Reinforced Slope Paving (AHS DOC 614), included reinforcement is Item 0095 CT: 2 CY/day | Cubic Yard | 150 | $ - 0 | |
| 0131 | Reinforced Concrete Sidewalk 4" Thick (AHS DOC 618), included reinforcement is Item 0095 CT: 10 SY/day | Square Yard | 1,000 | $ - 0 | |
| 0132 | Detectable Warning Surface (AHS DOC 618) | Square Foot | 100 | $ - 0 | |
| 0133 | Reinforced Concrete Driveway 6" Thick(AHS DOC 618) , included reinforcement is Item 0095 CT: 10 SY/day | Square Yard | 110 | $ - 0 | |
| 0134 | 12" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 12 | $ - 0 | |
| 0135 | 18" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 6 | $ - 0 | |
| 0136 | 24" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 5 | $ - 0 | |
| 0137 | 30" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 0138 | 36" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 0139 | Minor Structure Concrete (1-5 CY) (AHS DOC 620) CT: 1 CY/day | Cubic Yard | 20 | $ - 0 | |
| 0140 | Minor Structure Concrete (>5 CY) (AHS DOC 620) CT: 1 CY/day | Cubic Yard | 50 | $ - 0 | |
| 0141 | Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/day | Each | 4 | $ - 0 | |
| 0142 | Junction Box Unit, Type 1 (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 0143 | Inlets, Type B (AHS DOC 621) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 0144 | Inlet Units, Type B (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 0145 | Inlets, Type C (AHS DOC 621) CT: 3 days/EA | Each | 5 | $ - 0 | |
| 0146 | Inlet Units, Type C (AHS DOC 621) CT: N/A | Each | 7 | $ - 0 | |
| 0147 | Inlets, Type S3, One Wing (30" Pipe Max) (AHS DOC 621) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 0148 | Inlets, Type S3, Two Wings (30" Pipe Max) (AHS DOC 621) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 0149 | Inlet Units, Type S3 (30" Pipe Max) (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 0150 | Metal Grate and Seat 2'x2' (AHS DOC 621) CT 2SF/day | Each | 4 | $ - 0 | |
| 0151 | 72" Manholes, Type M (Top Included) (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 0152 | 72" Manhole/Yard Inlet Units, (AHS DOC 621) CT: N/A | Each | 5 | $ - 0 | |
| 0153 | 72" Yard Inlet (Top Included) | Each | 4 | $ - 0 | |
| 0154 | Manhole Covers Reset (AHS DOC 622) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 0155 | Gratings Reset (AHS DOC 622) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 0156 | Concrete Gutter (AHS DOC 623) CT: 15 LF/day | Linear Foot | 100 | $ - 0 | |
| (This CLIN Information Only) 0157 | CONCRETE CURB, TYPE N (AHS DOC 623) | ||||
| 0158 | Concrete Curb, Type N (1-250 LF) CT: 50 LF/day | Linear Foot | 125 | $ - 0 | |
| 0159 | Concrete Curb, Type N (>250 LF) CT: 50 LF/day | Linear Foot | 1000 | $ - 0 | |
| (This CLIN Information Only) 0160 | COMBINATION CURB AND GUTTER, TYPE C (AHS DOC 623) | ||||
| 0161 | Combination Curb and Gutter, Type C (1-250 LF) CT: 50 LF/day | Linear Foot | 75 | $ - 0 | |
| 0162 | Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/day | Linear Foot | 1,000 | $ - 0 | |
| 0163 | Steel Beam Guardrail, Class A (AHS DOC 630) CT: 50 LF/day | Linear Foot | 300 | $ - 0 | |
| 0164 | Steel Beam Guardrail, Class B (AHS DOC 630) CT: 50 LF/day | Linear Foot | 300 | $ - 0 | |
| 0165 | Guardrail End Anchor, Type 10 (AHS DOC 630) CT: 2 days/EA | Each | 4 | $ - 0 | |
| 0166 | Guardrail End Anchor, Type 20 (AHS DOC 630) CT: 2 days/EA | Each | 4 | $ - 0 | |
| 0167 | Guardrail End Anchor, Type Special (AHS DOC 630) CT: 5 days/EA | Each | 4 | $ - 0 | |
| 0168 | Chain Link Industrial Fence (7' height, 3 Strands Barb Wire (AHS DOC 634) CT : 50LF/day | Linear Foot | 2000 | $ - 0 | |
| 0169 | Water Meters Reset (AHS DOC 641) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 0170 | Valve Boxes Reset (AHS DOC 641) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 0171 | Topsoil (AHS DOC 650) CT: 10 CY/day | Cubic Yard | 75 | $ - 0 | |
| 0172 | Seeding (AHS) DOC 652) CT: 2 Acre/day | Acre | 20 | $ - 0 | |
| 0173 | Hydraulic Seeding (AHS DOC 652) | Acre | 5 | $ - 0 | |
| 0174 | Solid Sodding (AHS DOC 654) CT: 100 SY/day | Square Yard | 2,000 | $ - 0 | |
| 0175 | Mulching, Class A Type 1 (AHS DOC 656) CT: 2 Acre/dy | Acre | 20 | $ - 0 | |
| 0176 | Erosion Control Netting, Class B (AHS DOC 659) CT: 120 SY/day | Square Yard | 1,700 | $ - 0 | |
| 0177 | Hay Bales (AHS DOC 665) CT: 10 EA/day | Each | 25 | $ - 0 | |
| 0178 | Silt Fence, Type A (AHS DOC 665) CT: 50 LF/day | Linear Foot | 3,600 | $ - 0 | |
| 0179 | Wattles (AHS DOC 665) CT: 100 LF/day | Linear Foot | 400 | $ - 0 | |
| 0180 | Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/day | Linear Foot | 400 | $ - 0 | |
| TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701) | |||||
| 0182 | Solid 4" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways) | Miles | 5 | $ - 0 | |
| 0183 | Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots) | Linear Foot | 32,000 | $ - 0 | |
| 0184 | Solid 6" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways or Airfields) | Miles | 20 | $ - 0 | |
| 0185 | Solid 6" Class 1, Type B CT: 5 MI/day (Note: Non-reflective Paint for Airfields) | Miles | 20 | $ - 0 | |
| 0186 | Solid 4" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways) | Miles | 20 | $ - 0 | |
| 0187 | Solid 5" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways) | Miles | 15 | $ - 0 | |
| 0188 | Broken 4" Class 1, Type A CT: 5 MI/day (Note: for roadways) | Miles | 4 | $ - 0 | |
| 0189 | Broken 4" Class 2, Type A CT: 3 MI/day (Note: for roadways) | Miles | 5 | $ - 0 | |
| 0190 | Broken 6" Class 1, Type A CT: 5 MI/day (Note: for roadways) | Miles | 4 | $ - 0 | |
| 0191 | Broken 5" Class 2, Type A CT: 3 MI/day (Note: for roadways) | Miles | 6 | $ - 0 | |
| 0192 | Dotted 4" Class 2, Type A CT: 750 LF/day | Linear Foot | 980 | $ - 0 | |
| 0193 | Dotted 5" Class 2, Type A CT: 750 LF/day | Linear Foot | 1,200 | $ - 0 | |
| 0194 | Solid or Broken Temporary Traffic Stripe CT: 2 MI/day | Miles | 40 | $ - 0 | |
| 0195 | Solid or Broken Stripe Removed CT: 2 MI/day | Miles | 4 | $ - 0 | |
| TRAFFIC CONTROL MARKINGS AND LEGENDS (AHS DOC 703) | |||||
| 0197 | Traffic Control Markings, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots) | Square Foot | 6,500 | $ - 0 | |
| 0198 | Traffic Control Markings, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields) | Square Foot | 40,000 | $ - 0 | |
| 0199 | Traffic Control Markings, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways) | Square Foot | 2,500 | $ - 0 | |
| 0200 | Traffic Control Legends, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots) | Square Foot | 250 | $ - 0 | |
| 0201 | Traffic Control Legends, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields) | Square Foot | 1000 | $ - 0 | |
| 0202 | Traffic Control Legends, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways) | Square Foot | 250 | $ - 0 | |
| 0203 | Removal of Traffic Control Markings or Legends CT: 1,500 SF/day | Square Foot | 100 | $ - 0 | |
| 0204 | Temporary Traffic Control Markings or Legends CT: 500 SF/day | Square Foot | 9,000 | $ - 0 | |
| 0205 | Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/day | Each | 1,000 | $ - 0 | |
| ROADWAY SIGNS (AHS DOC 710) | |||||
| 0207 | Class 4, Aluminum Flat Sign Panels, (Back shall be Coated Brown) CT: 15 SF/day | Square Foot | 45 | $ - 0 | |
| 0208 | Roadway Sign Post (Brown Baked) CT: 100 LF/day | Linear Foot | 100 | $ - 0 | |
| 0209 | Removal of Existing Roadway Signs CT: 10 EA/day | Each | 90 | $ - 0 | |
| 0210 | Roadway Sign Relocation (AHS DOC 711) CT: 5 EA/day | Each | 12 | $ - 0 | |
| PC WHEEL STOP PARKING BARRIER-INCLUDING DOWELS (6"x10"x6'x-0" precast concrete) | |||||
| 0212 | Furnish and Install PC Wheel Stop Parking Barrier Including Dowels CT: 15 EA/day | Each | 50 | $ - 0 | |
| 0213 | Remove and Reset Existing Precast Concrete Wheel stop Parking Barrier Including Dowels CT: 15 EA/day | Each | 25 | $ - 0 | |
| 0214 | Replace Traffic Activator Loops as required (AHS DOC 730) CT: 1 EA/day (Note: saw cut 2" depth, install #12 AWG activator loop conductor, and seal with a weatherproof epoxy resin sealer; work includes pulling conductor through conduit, and all service connections to return to full service). | Each | 4 | $ - 0 | |
| 0215 | Asphalt Coring Investigation (1 Set=5 Cores) CT: 2 SETS/day | Set | 4 | $ - 0 | |
| 0216 | Static Ground Device Installed and Tested (UFC 3-575-01) CT: 2 EA/day (Note: Closed Eye Static Ground Only.) | Each | 16 | $ - 0 | |
| 0217 | Mooring Device Installed (UFC 3-260-01, see appendix B) CT: 6 EA/day (Note: Device Shall Be Cast in Ductile Iron 80-55-06 or Equal with No holes) | Each | 24 | $ - 0 | |
| 0218 | NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared (Project Location only under 5 acres) (AHS DOC 107) 14 days/each | Each | 4 | $ - 0 | |
| 0219 | PRIORITY CONSTRUCTION SITES NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared and Certified (Project Location only under 5 acres) (AHS DOC 107) 45 days/each | Each | 4 | $ - 0 | |
| 220 | Non-Pre Priced | Lot | 25000 | $0.00 | |
| $0.00 |
Option Year 1
| BIDDING SCHEDULE | Option Year 1 | ||||
| ITEM NO. | DESCRIPTION | UNIT | PRICE | EST QTY | TOTAL |
| 1001 | Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 Acre | Acre | 10 | $ - 0 | |
| 1002 | Removing Trees (AHS DOC 201) CT: 3 Trees/day | Each | 4 | $ - 0 | |
| 1003 | Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/day | Square Yard | 150 | $ - 0 | |
| 1004 | Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/day | Square Yard | 400 | $ - 0 | |
| 1005 | Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/day | Square Yard | 1,750 | $ - 0 | |
| 1006 | Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 500 | $ - 0 | |
| 1007 | Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 200 | $ - 0 | |
| 1008 | Removing X-Large Pipe (>60") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 50 | $ - 0 | |
| 1009 | Removing Old Box Culvert (AHS DOC 206) CT: 10 LF/day Note: Maximum culvert size: 10'x10' | Linear Foot | 4 | $ - 0 | |
| 1010 | Removing Curb (AHS DOC 206) CT: 50 LF/day | Linear Foot | 230 | $ - 0 | |
| 1011 | Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/day | Linear Foot | 55 | $ - 0 | |
| 1012 | Removing Guardrail (AHS DOC 206) CT: 50 LF/day | Linear Foot | 125 | $ - 0 | |
| 1013 | Removing Rail Road Track (AHS DOC 206) CT: 25 LF/day | Linear Foot | 25 | $ - 0 | |
| 1014 | Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/ea | Each | 4 | $ - 0 | |
| 1015 | Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/ea | Each | 4 | $ - 0 | |
| 1016 | Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 1017 | Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/ea | Each | 4 | $ - 0 | |
| 1018 | Removing 6' Chain Link Fence with Barbed Wire (AHS DOC 206) CT: 500 LF/day | LF | 1000 | $ - 0 | |
| 1019 | Saw Cutting Reinforced Concrete Slab up to 10" depth | Linear Foot | 1000 | $ - 0 | |
| UNCLASSIFIED EXCAVATION (AHS DOC 210) | |||||
| 1021 | Unclassified Excavation (1-100 CY) CT: 100 CY/day | Cubic Yard | 60 | $ - 0 | |
| 1022 | Unclassified Excavation (101-1000 CY) CT: 100 CY/day | Cubic Yard | 200 | $ - 0 | |
| 1023 | Unclassified Excavation (>1,000 CY) CT: 100 CY/day | Cubic Yard | 10,000 | $ - 0 | |
| 1024 | Muck Excavation (AHS DOC 210) CT: 25 CY/day | Cubic Yard | 13 | $ - 0 | |
| BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price) | |||||
| 1026 | Borrow Excavation (1-100 CY) CT: 100 CY/day | Cubic Yard | 120 | $ - 0 | |
| 1027 | Borrow Excavation (101-500 CY) CT: 100 CY/day | Cubic Yard | 130 | $ - 0 | |
| 1028 | Borrow Excavation (>500 CY) CT: 100 CY /day | Cubic Yard | 5,000 | $ - 0 | |
| 1029 | Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/day | Station | 200 | $ - 0 | |
| 1030 | Structure Excavation (AHS DOC 214) CT: 75 CY/day | Cubic Yard | 100 | $ - 0 | |
| 1031 | Foundation Backfill (AHS DOC 214) CT: 10 CY/day | Cubic Yard | 50 | $ - 0 | |
| ROADBED PROCESSING (AHS DOC 230) | |||||
| 1033 | Roadbed Processing (1-2,000 SY) CT: 100 SY/day | Square Yard | 500 | $ - 0 | |
| 1034 | Roadbed Processing (>2,000 SY) CT: 100 SY/day | Square Yard | 5,000 | $ - 0 | |
| 1035 | Pneumatic Roller Compaction CT: 250 SY/day | Square Yard | 4 | $ - 0 | |
| 1036 | Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/day | Ton | 20 | $ - 0 | |
| GRANULAR SOIL BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) | |||||
| 1038 | Granular Soil Base Course (1-2,000 SY) CT: 250 SY/day | Square Yard | 1,750 | $ - 0 | |
| 1039 | Granular Soil Base Course (>2,000 SY) CT: 250 SY/day | Square Yard | 3,500 | $ - 0 | |
| SOIL AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) | |||||
| 1041 | Soil Aggregate Base Course (1-2,000 SY) CT: 100 SY/day | Square Yard | 100 | $ - 0 | |
| 1042 | Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/day | Square Yard | 400 | $ - 0 | |
| CRUSHED AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) Note: 1 Ton = 3 SY | |||||
| 1044 | Crushed Aggregate Base Course (1-2,000 SY) CT: 100 SY/day | Square Yard | 500 | $ - 0 | |
| 1045 | Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/day | Square Yard | 7500 | $ - 0 | |
| 1046 | Compaction Test (Nuclear Method (AHS DOC 306) CT: N/A | Each | 4 | $ - 0 | |
| 1047 | Proctor Density Test (AHS DOC 306) CT: 2 Ea/day | Each | 4 | $ - 0 | |
| 1048 | Drainage Plane Layer 6" Depth (AHS DOC 315) 100 SY/day | Square Yard | 1000 | $ - 0 | |
| 1049 | Bituminous Treatment Prime Coat A (AHS DOC 401) CT: N/A | Square Yard | 7500 | $ - 0 | |
| 1050 | Bituminous Surface Treatment J (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | |
| 1051 | Bituminous Surface Treatment G (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | |
| 1052 | Bituminous Surface Treatment B (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | |
| 1053 | Tack Coat (AHS DOC 405) CT: 200 GA/day | Gallon | 5000 | $ - 0 | |
| 1054 | Polymer Modified Asphalt Emulsion Sealer for Parking Lots, with Sand (ASTM D8099/D8099M-17). Blended application of aggregate and emulsion. 500 SY/day | Square Yard | 10000 | $ - 0 | |
| 1055 | Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(1-2,000SY) (Section 32 01 16 73) CT: 1 days/500 SY | Square Yard | 500 | $ - 0 | |
| 1056 | Crack Seal Asphalt with Routing (UFGS 32 01 17.61 and UFC 3-270-01) 1500 LF/day | Linear Foot | 10000 | $ - 0 | |
| PLANNING (MILLING) OF EXISTING PAVEMENT (TO 1" THICKNESS) (AHS DOC 408) | |||||
| 1058 | Planning (Milling) of Existing Pavement (To 1" Thickness) (1-5,000 SY) CT: 500 SY/day | Square Yard | 1,500 | $ - 0 | |
| 1059 | Planning (Milling) of Existing Pavement (To 1" Thickness (>5,000 SY) CT: 500 SY/day | Square Yard | 35,000 | $ - 0 | |
| ADDITIONAL PLANNING (MILLING) PAVEMENT (From 1" to 3") (AHS DOC 408) (1" Thick per SY, Orderable in 2" thick per SY increments) | |||||
| 1061 | Additional Planning (Milling) Pavement (From 1" to 3") (1-5,000 SY) CT: 500 SY/day | Square Yard | 1500 | $ - 0 | |
| 1062 | Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/day | Square Yard | 25000 | $ - 0 | |
| AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15) | |||||
| 1064 | Airfield Pavement (1-500 Tons) CT: 250 Tons/day | Ton | 100 | $ - 0 | |
| 1065 | Airfield Pavement (>500 Tons) CT: 250 Tons/day | Ton | 4,250 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER (1"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1067 | Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (1-100 Tons) CT: 10 Tons/day | Ton | 25 | $ - 0 | |
| 1068 | Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (>100 Tons) CT: 10 Tons/day | Ton | 225 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, PATCHING (1"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1070 | Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/day | Ton | 25 | $ - 0 | |
| 1071 | Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (>25 Tons) CT: 5 Tons/day | Ton | 100 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, WIDENING (1"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1073 | Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (1-100 Tons) CT: 5 Tons/day | Ton | 15 | $ - 0 | |
| 1074 | Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (>100 Tons) CT: 5 Tons/day | Ton | 100 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (1/2"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1076 | Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/day | Ton | 125 | $ - 0 | |
| 1077 | Superpave Bituminous Concrete Wearing Surface Layer (1/2") (201-500 Tons) CT: 250 Tons/day | Ton | 400 | $ - 0 | |
| 1078 | Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day | Ton | 5,000 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (3/8"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1080 | Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/day | Ton | 50 | $ - 0 | |
| 1081 | Superpave Bituminous Concrete Wearing Surface Layer (3/8") (201-500 Tons) CT: 250 Tons/day | Ton | 100 | $ - 0 | |
| 1082 | Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day | Ton | 225 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - PATCHING (1/2"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1084 | Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/day | Ton | 5 | $ - 0 | |
| 1085 | Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (>25 Tons) CT: 5 Tons/day | Ton | 30 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-LEVELING (3/8"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1087 | Superpave Bituminous Concrete Wearing Layer-Leveling (3/8"), ESAL Range C/D (1-250 Tons) CT: 25 Tons/day | Ton | 175 | $ - 0 | |
| 1088 | Superpave Bituminous Concrete Wearing Layer-Leveling (3/8") (>250 Tons) CT: 25 Tons/day | Ton | 350 | $ - 0 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-WIDENING (1/2"), ESAL RANGE C/D (AHS DOC 424) | |||||
| 1090 | Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (1-100 Tons) CT: 25 Tons/day | Ton | 25 | $ - 0 | |
| 1091 | Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (>100 Tons) CT: 25 Tons/day | Ton | 120 | $ - 0 | |
| 1092 | Aggregate Surfacing (AHS DOC 430) (Note: 1 Ton = 4.45 SY @ 6" thick) CT: 100 Tons/day | Ton | 100 | $ - 0 | |
| 1093 | Plain or Reinforced Cement Concrete Pavement 4" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 525 | $ - 0 | |
| 1094 | Plain or Reinforced Cement Concrete Pavement 6" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 450 | $ - 0 | |
| 1095 | Plain or Reinforced Cement Concrete Pavement 8" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 1,000 | $ - 0 | |
| 1096 | Plain or Reinforced Cement Concrete Pavement 12" Thick (AHS DOC 450) CT: 25 SY/day | Square Yard | 50 | $ - 0 | |
| 1097 | Cleaning and Sealing Concrete Joints Type1 (AHS DOC 454) 500 LF/day | Linear Foot | 1000 | $ - 0 | |
| 1098 | Water Blasting Concrete, Rubber Removal (UFGS 32 01 11.51) | Square Yard | 100000 | $ - 0 | |
| 1099 | 6"x6"-W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A | Square Yard | 1,500 | $ - 0 | |
| 1100 | 4"x4" - W4.0xW4.0 Welded Wire Fabric (AHS DOC 502) CT: N/A | Square Yard | 400 | $ - 0 | |
| 1101 | ASTM Standard Reinforced Bars Steel Reinforcement (AHS DOC 502) CT: 300 lb/day | Pound | 1,000 | $ - 0 | |
| 1102 | Reinforced Culvert Concrete (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095 | Cubic Yard | 14 | $ - 0 | |
| 1103 | Reinforced Culvert Concrete Extension (Precast or C.I.P. (AHS DOC 524) CT: 1 CY/day Note: Reinforcement will be paid separate under Item 0095 | Cubic Yard | 4 | $ - 0 | |
| 1104 | 12" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 1105 | 18" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 1106 | 24" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 1107 | 30" Roadway Pipe Class 3 R. C. Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 1108 | 36" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 1109 | 48" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 1110 | 60" Roadway Pipe, Class 3 R.C., Class C Bedding (AHS DOC 530) CT: 16 LF/day | Linear Foot | 48 | $ - 0 | |
| 1111 | 12" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 48 | $ - 0 | |
| 1112 | 18" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 200 | $ - 0 | |
| 1113 | 24" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 500 | $ - 0 | |
| 1114 | 30" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 500 | $ - 0 | |
| 1115 | 36" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 500 | $ - 0 | |
| 1116 | 48" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 100 | $ - 0 | |
| 1117 | 60" High Performance Polypropylene Pipe, Class C Bedding (AHS DOC 533) CT: 20 LF/day | Linear Foot | 100 | $ - 0 | |
| 6" UNDERDRAIN PIPE, TYPE 9 OR 10 (AHS DOC 606) | |||||
| 1119 | Bottom of Trench Below Existing Ground Less Than or Equal to 3' CT: 20 LF/day | Linear Foot | 100 | $ - 0 | |
| 1120 | Bottom of Trench Between 3' and No More Than 6' CT: 20 LF/day (max bid less than or = 120% of Item 0115) | Linear Foot | 150 | $ - 0 | |
| 1121 | Bottom of Trench Between 6' and No More Than 9' CT: 20 LF/day (max bid less than or = 150% of Item 0115) | Linear Foot | 55 | $ - 0 | |
| 1122 | Bottom of Trench Between 9' and No More Than 12' CT: 20 LF/day (max bid less than or = 175% of Item (0115) | Linear Foot | 25 | $ - 0 | |
| 1123 | Paving Geotextiles (AHS DOC 607) CT: 250 SY/day | Square Yard | 12 | $ - 0 | |
| 1124 | Asphalt Sealant (AHS DOC 607) CT: N/A | Gallon | 100 | $ - 0 | |
| 1125 | Geotextile Separation Layer, (AHS DOC 608) CT: N/A | Square Yard | 1000 | $ - 0 | |
| 1126 | Loose Riprap, Class 1 or 2 (AHS DOC 610 CT: 15 Tons/day | Ton | 2,000 | $ - 0 | |
| 1127 | Filter Blanket, Geotextile Non-Woven (AHS DOC 610) CT: N/A | Square Yard | 1,000 | $ - 0 | |
| 1128 | Flowable Fill, Conventional, Excavatable (FDOT Standard Specifications Section 121) | Cubic Yard | 50 | $ - 0 | |
| 1129 | Slope Paving (AHS DOC 614) CT: 2 CY/day | Cubic Yard | 250 | $ - 0 | |
| 1130 | Reinforced Slope Paving (AHS DOC 614), included reinforcement is Item 0095 CT: 2 CY/day | Cubic Yard | 150 | $ - 0 | |
| 1131 | Reinforced Concrete Sidewalk 4" Thick (AHS DOC 618), included reinforcement is Item 0095 CT: 10 SY/day | Square Yard | 1,000 | $ - 0 | |
| 1132 | Detectable Warning Surface (AHS DOC 618) | Square Foot | 100 | $ - 0 | |
| 1133 | Reinforced Concrete Driveway 6" Thick(AHS DOC 618) , included reinforcement is Item 0095 CT: 10 SY/day | Square Yard | 110 | $ - 0 | |
| 1134 | 12" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 12 | $ - 0 | |
| 1135 | 18" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 6 | $ - 0 | |
| 1136 | 24" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 5 | $ - 0 | |
| 1137 | 30" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 1138 | 36" Pipe End Treatment, Class 1 (AHS DOC 619) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 1139 | Minor Structure Concrete (1-5 CY) (AHS DOC 620) CT: 1 CY/day | Cubic Yard | 20 | $ - 0 | |
| 1140 | Minor Structure Concrete (>5 CY) (AHS DOC 620) CT: 1 CY/day | Cubic Yard | 50 | $ - 0 | |
| 1141 | Junction Boxes, Type 1 (AHS DOC 621) CT: 3 EA/day | Each | 4 | $ - 0 | |
| 1142 | Junction Box Unit, Type 1 (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 1143 | Inlets, Type B (AHS DOC 621) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 1144 | Inlet Units, Type B (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 1145 | Inlets, Type C (AHS DOC 621) CT: 3 days/EA | Each | 5 | $ - 0 | |
| 1146 | Inlet Units, Type C (AHS DOC 621) CT: N/A | Each | 7 | $ - 0 | |
| 1147 | Inlets, Type S3, One Wing (30" Pipe Max) (AHS DOC 621) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 1148 | Inlets, Type S3, Two Wings (30" Pipe Max) (AHS DOC 621) CT: 3 days/EA | Each | 4 | $ - 0 | |
| 1149 | Inlet Units, Type S3 (30" Pipe Max) (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 1150 | Metal Grate and Seat 2'x2' (AHS DOC 621) CT 2SF/day | Each | 4 | $ - 0 | |
| 1151 | 72" Manholes, Type M (Top Included) (AHS DOC 621) CT: N/A | Each | 4 | $ - 0 | |
| 1152 | 72" Manhole/Yard Inlet Units, (AHS DOC 621) CT: N/A | Each | 5 | $ - 0 | |
| 1153 | 72" Yard Inlet (Top Included) | Each | 4 | $ - 0 | |
| 1154 | Manhole Covers Reset (AHS DOC 622) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 1155 | Gratings Reset (AHS DOC 622) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 1156 | Concrete Gutter (AHS DOC 623) CT: 15 LF/day | Linear Foot | 100 | $ - 0 | |
| CONCRETE CURB, TYPE N (AHS DOC 623) | |||||
| 1158 | Concrete Curb, Type N (1-250 LF) CT: 50 LF/day | Linear Foot | 125 | $ - 0 | |
| 1159 | Concrete Curb, Type N (>250 LF) CT: 50 LF/day | Linear Foot | 1000 | $ - 0 | |
| COMBINATION CURB AND GUTTER, TYPE C (AHS DOC 623) | |||||
| 1161 | Combination Curb and Gutter, Type C (1-250 LF) CT: 50 LF/day | Linear Foot | 75 | $ - 0 | |
| 1162 | Combination Curb and Gutter Type C (>250 LF/day) CT: 50 LF/day | Linear Foot | 1,000 | $ - 0 | |
| 1163 | Steel Beam Guardrail, Class A (AHS DOC 630) CT: 50 LF/day | Linear Foot | 300 | $ - 0 | |
| 1164 | Steel Beam Guardrail, Class B (AHS DOC 630) CT: 50 LF/day | Linear Foot | 300 | $ - 0 | |
| 1165 | Guardrail End Anchor, Type 10 (AHS DOC 630) CT: 2 days/EA | Each | 4 | $ - 0 | |
| 1166 | Guardrail End Anchor, Type 20 (AHS DOC 630) CT: 2 days/EA | Each | 4 | $ - 0 | |
| 1167 | Guardrail End Anchor, Type Special (AHS DOC 630) CT: 5 days/EA | Each | 4 | $ - 0 | |
| 1168 | Chain Link Industrial Fence (7' height, 3 Strands Barb Wire (AHS DOC 634) CT : 50LF/day | Linear Foot | 2000 | $ - 0 | |
| 1169 | Water Meters Reset (AHS DOC 641) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 1170 | Valve Boxes Reset (AHS DOC 641) CT: 1 day/EA | Each | 4 | $ - 0 | |
| 1171 | Topsoil (AHS DOC 650) CT: 10 CY/day | Cubic Yard | 75 | $ - 0 | |
| 1172 | Seeding (AHS) DOC 652) CT: 2 Acre/day | Acre | 20 | $ - 0 | |
| 1173 | Hydraulic Seeding (AHS DOC 652) | Acre | 5 | $ - 0 | |
| 1174 | Solid Sodding (AHS DOC 654) CT: 100 SY/day | Square Yard | 2,000 | $ - 0 | |
| 1175 | Mulching, Class A Type 1 (AHS DOC 656) CT: 2 Acre/dy | Acre | 20 | $ - 0 | |
| 1176 | Erosion Control Netting, Class B (AHS DOC 659) CT: 120 SY/day | Square Yard | 1,700 | $ - 0 | |
| 1177 | Hay Bales (AHS DOC 665) CT: 10 EA/day | Each | 25 | $ - 0 | |
| 1178 | Silt Fence, Type A (AHS DOC 665) CT: 50 LF/day | Linear Foot | 3,600 | $ - 0 | |
| 1179 | Wattles (AHS DOC 665) CT: 100 LF/day | Linear Foot | 400 | $ - 0 | |
| 1180 | Floating Basin Boom Type 1 (AHS DOC 665) CT 50 LF/day | Linear Foot | 400 | $ - 0 | |
| TRAFFIC AND AIRFIELD STRIPE (AHS DOC 701) | |||||
| 1182 | Solid 4" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways) | Miles | 5 | $ - 0 | |
| 1183 | Solid 4" Class 1, Type A CT: 400 LF/day (Note: Reflective Paint for Parking Lots) | Linear Foot | 32,000 | $ - 0 | |
| 1184 | Solid 6" Class 1, Type A CT: 5 MI/day (Note: Reflective Paint for Roadways or Airfields) | Miles | 20 | $ - 0 | |
| 1185 | Solid 6" Class 1, Type B CT: 5 MI/day (Note: Non-reflective Paint for Airfields) | Miles | 20 | $ - 0 | |
| 1186 | Solid 4" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways) | Miles | 20 | $ - 0 | |
| 1187 | Solid 5" Class 2, Type A CT: 3 MI/day (Note: Reflective Thermoplastic for Roadways) | Miles | 15 | $ - 0 | |
| 1188 | Broken 4" Class 1, Type A CT: 5 MI/day (Note: for roadways) | Miles | 4 | $ - 0 | |
| 1189 | Broken 4" Class 2, Type A CT: 3 MI/day (Note: for roadways) | Miles | 5 | $ - 0 | |
| 1190 | Broken 6" Class 1, Type A CT: 5 MI/day (Note: for roadways) | Miles | 4 | $ - 0 | |
| 1191 | Broken 5" Class 2, Type A CT: 3 MI/day (Note: for roadways) | Miles | 6 | $ - 0 | |
| 1192 | Dotted 4" Class 2, Type A CT: 750 LF/day | Linear Foot | 980 | $ - 0 | |
| 1193 | Dotted 5" Class 2, Type A CT: 750 LF/day | Linear Foot | 1,200 | $ - 0 | |
| 1194 | Solid or Broken Temporary Traffic Stripe CT: 2 MI/day | Miles | 40 | $ - 0 | |
| 1195 | Solid or Broken Stripe Removed CT: 2 MI/day | Miles | 4 | $ - 0 | |
| TRAFFIC CONTROL MARKINGS AND LEGENDS (AHS DOC 703) | |||||
| 1197 | Traffic Control Markings, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots) | Square Foot | 6,500 | $ - 0 | |
| 1198 | Traffic Control Markings, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields) | Square Foot | 40,000 | $ - 0 | |
| 1199 | Traffic Control Markings, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways) | Square Foot | 2,500 | $ - 0 | |
| 1200 | Traffic Control Legends, Class 1 Type A CT: 500 SF/day (Note: Reflective paint for roadways and parking lots) | Square Foot | 250 | $ - 0 | |
| 1201 | Traffic Control Legends, Class 1 Type B CT: 500 SF/day (Note: Non-reflective paint for airfields) | Square Foot | 1000 | $ - 0 | |
| 1202 | Traffic Control Legends, Class 2 Type A CT: 500 SF/day (Note: Reflective thermoplastic for roadways) | Square Foot | 250 | $ - 0 | |
| 1203 | Removal of Traffic Control Markings or Legends CT: 1,500 SF/day | Square Foot | 100 | $ - 0 | |
| 1204 | Temporary Traffic Control Markings or Legends CT: 500 SF/day | Square Foot | 9,000 | $ - 0 | |
| 1205 | Pavement Markers, Class A, Type 1 or 2 (AHS DOC 705) CT: 500 SF/day | Each | 1,000 | $ - 0 | |
| ROADWAY SIGNS (AHS DOC 710) | |||||
| 1207 | Class 4, Aluminum Flat Sign Panels, (Back shall be Coated Brown) CT: 15 SF/day | Square Foot | 45 | $ - 0 | |
| 1208 | Roadway Sign Post (Brown Baked) CT: 100 LF/day | Linear Foot | 100 | $ - 0 | |
| 1209 | Removal of Existing Roadway Signs CT: 10 EA/day | Each | 90 | $ - 0 | |
| 1210 | Roadway Sign Relocation (AHS DOC 711) CT: 5 EA/day | Each | 12 | $ - 0 | |
| PC WHEEL STOP PARKING BARRIER-INCLUDING DOWELS (6"x10"x6'x-0" precast concrete) | |||||
| 1212 | Furnish and Install PC Wheel Stop Parking Barrier Including Dowels CT: 15 EA/day | Each | 50 | $ - 0 | |
| 1213 | Remove and Reset Existing Precast Concrete Wheel stop Parking Barrier Including Dowels CT: 15 EA/day | Each | 25 | $ - 0 | |
| 1214 | Replace Traffic Activator Loops as required (AHS DOC 730) CT: 1 EA/day (Note: saw cut 2" depth, install #12 AWG activator loop conductor, and seal with a weatherproof epoxy resin sealer; work includes pulling conductor through conduit, and all service connections to return to full service). | Each | 4 | $ - 0 | |
| 1215 | Asphalt Coring Investigation (1 Set=5 Cores) CT: 2 SETS/day | Set | 4 | $ - 0 | |
| 1216 | Static Ground Device Installed and Tested (UFC 3-575-01) CT: 2 EA/day (Note: Closed Eye Static Ground Only.) | Each | 16 | $ - 0 | |
| 1217 | Mooring Device Installed (UFC 3-260-01, see appendix B) CT: 6 EA/day (Note: Device Shall Be Cast in Ductile Iron 80-55-06 or Equal with No holes) | Each | 24 | $ - 0 | |
| 1218 | NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared (Project Location only under 5 acres) (AHS DOC 107) 14 days/each | Each | 4 | $ - 0 | |
| 1219 | PRIORITY CONSTRUCTION SITES NPDES Notice of Intent/Inspection/Corrections/NOT/ CBMPP Prepared and Certified (Project Location only under 5 acres) (AHS DOC 107) 45 days/each | Each | 4 | $ - 0 | |
| 1220 | Non-Pre Priced | Lot | 25000 | $0.00 | |
| $0.00 |
Option Year 2
| BIDDING SCHEDULE | Option Year 2 | |||||
| ITEM NO. | DESCRIPTION | UNIT | PRICE | EST QTY | TOTAL | |
| 2001 | Clearing and Grubbing (AHS DOC 201) Completion Time (CT): 3 days/2 Acre | Acre | 10 | $ - 0 | 2001 | |
| 2002 | Removing Trees (AHS DOC 201) CT: 3 Trees/day | Each | 4 | $ - 0 | 3002 | |
| 2003 | Removing Concrete Sidewalk (AHS DOC 206) CT: 25 SY/day | Square Yard | 150 | $ - 0 | 3003 | |
| 2004 | Removing Concrete Pavement (AHS DOC 206) CT: 25 SY/day | Square Yard | 400 | $ - 0 | 3004 | |
| 2005 | Removing Asphalt Pavement (AHS DOC 206) CT: 25 SY/day | Square Yard | 1,750 | $ - 0 | 3005 | |
| 2006 | Removing Pipe (6"-24") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 500 | $ - 0 | 3006 | |
| 2007 | Removing Large Pipe (30"-60") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 200 | $ - 0 | 3007 | |
| 2008 | Removing X-Large Pipe (>60") (AHS DOC 206) CT: 50 LF/day | Linear Foot | 50 | $ - 0 | 3008 | |
| 2009 | Removing Old Box Culvert (AHS DOC 206) CT: 10 LF/day Note: Maximum culvert size: 10'x10' | Linear Foot | 4 | $ - 0 | 3009 | |
| 2010 | Removing Curb (AHS DOC 206) CT: 50 LF/day | Linear Foot | 230 | $ - 0 | 3010 | |
| 2011 | Removing Combination Curb & Gutter (AHS DOC 206) CT: 50 LF/day | Linear Foot | 55 | $ - 0 | 3011 | |
| 2012 | Removing Guardrail (AHS DOC 206) CT: 50 LF/day | Linear Foot | 125 | $ - 0 | 3012 | |
| 2013 | Removing Rail Road Track (AHS DOC 206) CT: 25 LF/day | Linear Foot | 25 | $ - 0 | 3013 | |
| 2014 | Removing Headwall (6"-24") (AHS DOC 206) CT: 2 days/ea | Each | 4 | $ - 0 | 3014 | |
| 2015 | Removing Large Headwall (30"-60") (AHS DOC 206) CT: 3 days/ea | Each | 4 | $ - 0 | 3015 | |
| 2016 | Removing Inlet (6"-24") (AHS DOC 206) CT: 3 days/EA | Each | 4 | $ - 0 | 3016 | |
| 2017 | Removing Large Inlet (30"-60") (AHS DOC 206) CT: 3 days/ea | Each | 4 | $ - 0 | 3017 | |
| 2018 | Removing 6' Chain Link Fence with Barbed Wire (AHS DOC 206) CT: 500 LF/day | LF | 1000 | $ - 0 | 3018 | |
| 2019 | Saw Cutting Reinforced Concrete Slab up to 10" depth | Linear Foot | 1000 | $ - 0 | 3019 | |
| UNCLASSIFIED EXCAVATION (AHS DOC 210) | ||||||
| 2021 | Unclassified Excavation (1-100 CY) CT: 100 CY/day | Cubic Yard | 60 | $ - 0 | 3021 | |
| 2022 | Unclassified Excavation (101-1000 CY) CT: 100 CY/day | Cubic Yard | 200 | $ - 0 | 3022 | |
| 2023 | Unclassified Excavation (>1,000 CY) CT: 100 CY/day | Cubic Yard | 10,000 | $ - 0 | 3023 | |
| 2024 | Muck Excavation (AHS DOC 210) CT: 25 CY/day | Cubic Yard | 13 | $ - 0 | 3024 | |
| BORROW EXCAVATION (AHS DOC 210) (Note: All Testing Included in Unit Price) | 1000 | |||||
| 2026 | Borrow Excavation (1-100 CY) CT: 100 CY/day | Cubic Yard | 120 | $ - 0 | 3026 | |
| 2027 | Borrow Excavation (101-500 CY) CT: 100 CY/day | Cubic Yard | 130 | $ - 0 | 3027 | |
| 2028 | Borrow Excavation (>500 CY) CT: 100 CY /day | Cubic Yard | 5,000 | $ - 0 | 3028 | |
| 2029 | Machine Grading Shoulders (AHS DOC 212) (Note: 1 STA=100 LF) CT: 3 STA/day | Station | 200 | $ - 0 | 3029 | |
| 2030 | Structure Excavation (AHS DOC 214) CT: 75 CY/day | Cubic Yard | 100 | $ - 0 | 3030 | |
| 2031 | Foundation Backfill (AHS DOC 214) CT: 10 CY/day | Cubic Yard | 50 | $ - 0 | 3031 | |
| ROADBED PROCESSING (AHS DOC 230) | 1000 | |||||
| 2033 | Roadbed Processing (1-2,000 SY) CT: 100 SY/day | Square Yard | 500 | $ - 0 | 3033 | |
| 2034 | Roadbed Processing (>2,000 SY) CT: 100 SY/day | Square Yard | 5,000 | $ - 0 | 3034 | |
| 2035 | Pneumatic Roller Compaction CT: 250 SY/day | Square Yard | 4 | $ - 0 | 3035 | |
| 2036 | Roadbed Stabilizing Material (AHS DOC 231) CT: 5 Tons/day | Ton | 20 | $ - 0 | 3036 | |
| GRANULAR SOIL BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) | 1000 | |||||
| 2038 | Granular Soil Base Course (1-2,000 SY) CT: 250 SY/day | Square Yard | 1,750 | $ - 0 | 3038 | |
| 2039 | Granular Soil Base Course (>2,000 SY) CT: 250 SY/day | Square Yard | 3,500 | $ - 0 | 3039 | |
| SOIL AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) | 1000 | |||||
| 2041 | Soil Aggregate Base Course (1-2,000 SY) CT: 100 SY/day | Square Yard | 100 | $ - 0 | 3041 | |
| 2042 | Soil Aggregate Base Course (>2,000 SY) CT: 100 SY/day | Square Yard | 400 | $ - 0 | 3042 | |
| CRUSHED AGGREGATE BASE COURSE (6" Compacted Thickness) (AHS DOC 301) (Note: All Testing Included in Unit Price) Note: 1 Ton = 3 SY | 1000 | |||||
| 2044 | Crushed Aggregate Base Course (1-2,000 SY) CT: 100 SY/day | Square Yard | 500 | $ - 0 | 3044 | |
| 2045 | Crushed Aggregate Base Course (>2,000 SY) CT: 100 SY/day | Square Yard | 7500 | $ - 0 | 3045 | |
| 2046 | Compaction Test (Nuclear Method (AHS DOC 306) CT: N/A | Each | 4 | $ - 0 | 3046 | |
| 2047 | Proctor Density Test (AHS DOC 306) CT: 2 Ea/day | Each | 4 | $ - 0 | 3047 | |
| 2048 | Drainage Plane Layer 6" Depth (AHS DOC 315) 100 SY/day | Square Yard | 1000 | $ - 0 | 3048 | |
| 2049 | Bituminous Treatment Prime Coat A (AHS DOC 401) CT: N/A | Square Yard | 7500 | $ - 0 | 3049 | |
| 2050 | Bituminous Surface Treatment J (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | 3050 | |
| 2051 | Bituminous Surface Treatment G (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | 3051 | |
| 2052 | Bituminous Surface Treatment B (AHS DOC 401) CT: 250 SY/day | Square Yard | 1500 | $ - 0 | 3052 | |
| 2053 | Tack Coat (AHS DOC 405) CT: 200 GA/day | Gallon | 5000 | $ - 0 | 3053 | |
| 2054 | Polymer Modified Asphalt Emulsion Sealer for Parking Lots, with Sand (ASTM D8099/D8099M-17). Blended application of aggregate and emulsion. 500 SY/day | Square Yard | 10000 | $ - 0 | 3054 | |
| 2055 | Coal Tar Concentrate Pavement Sealer With Sand (Application equipment must have continuous agitation or mixing capabilities)(1-2,000SY) (Section 32 01 16 73) CT: 1 days/500 SY | Square Yard | 500 | $ - 0 | 3055 | |
| 2056 | Crack Seal Asphalt with Routing (UFGS 32 01 17.61 and UFC 3-270-01) 1500 LF/day | Linear Foot | 10000 | $ - 0 | 3056 | |
| PLANNING (MILLING) OF EXISTING PAVEMENT (TO 1" THICKNESS) (AHS DOC 408) | 1000 | |||||
| 2058 | Planning (Milling) of Existing Pavement (To 1" Thickness) (1-5,000 SY) CT: 500 SY/day | Square Yard | 1,500 | $ - 0 | 3058 | |
| 2059 | Planning (Milling) of Existing Pavement (To 1" Thickness (>5,000 SY) CT: 500 SY/day | Square Yard | 35,000 | $ - 0 | 3059 | |
| ADDITIONAL PLANNING (MILLING) PAVEMENT (From 1" to 3") (AHS DOC 408) (1" Thick per SY, Orderable in 2" thick per SY increments) | 1000 | |||||
| 2061 | Additional Planning (Milling) Pavement (From 1" to 3") (1-5,000 SY) CT: 500 SY/day | Square Yard | 1500 | $ - 0 | 3061 | |
| 2062 | Additional Planning (Milling) Pavement (From 1" to 3") (>5,000 SY) CT: 500 SY/day | Square Yard | 25000 | $ - 0 | 3062 | |
| AIRFIELD PAVEMENT (TS DOC) (UFGS 32 12 15) | 1000 | |||||
| 2064 | Airfield Pavement (1-500 Tons) CT: 250 Tons/day | Ton | 100 | $ - 0 | 3064 | |
| 2065 | Airfield Pavement (>500 Tons) CT: 250 Tons/day | Ton | 4,250 | $ - 0 | 3065 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER (1"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2067 | Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (1-100 Tons) CT: 10 Tons/day | Ton | 25 | $ - 0 | 3067 | |
| 2068 | Superpave Bituminous Concrete Upper Binder Layer (1"), ESAL Range C/D (>100 Tons) CT: 10 Tons/day | Ton | 225 | $ - 0 | 3068 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, PATCHING (1"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2070 | Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/day | Ton | 25 | $ - 0 | 3070 | |
| 2071 | Superpave Bituminous Concrete Upper Binder Layer, Patching (1"), ESAL Range C/D (>25 Tons) CT: 5 Tons/day | Ton | 100 | $ - 0 | 3071 | |
| SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, WIDENING (1"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2073 | Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (1-100 Tons) CT: 5 Tons/day | Ton | 15 | $ - 0 | 3073 | |
| 2074 | Superpave Bituminous Concrete Upper Binder Layer, Widening (1"), ESAL Range C/D (>100 Tons) CT: 5 Tons/day | Ton | 100 | $ - 0 | 3074 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (1/2"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2076 | Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/day | Ton | 125 | $ - 0 | 3076 | |
| 2077 | Superpave Bituminous Concrete Wearing Surface Layer (1/2") (201-500 Tons) CT: 250 Tons/day | Ton | 400 | $ - 0 | 3077 | |
| 2078 | Superpave Bituminous Concrete Wearing Surface Layer (1/2"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day | Ton | 5,000 | $ - 0 | 3078 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER (3/8"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2080 | Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (1-200 Tons) CT: 250 Tons/day | Ton | 50 | $ - 0 | 3080 | |
| 2081 | Superpave Bituminous Concrete Wearing Surface Layer (3/8") (201-500 Tons) CT: 250 Tons/day | Ton | 100 | $ - 0 | 3081 | |
| 2082 | Superpave Bituminous Concrete Wearing Surface Layer (3/8"), ESAL Range C/D (>500 Tons) CT: 250 Tons/day | Ton | 225 | $ - 0 | 3082 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER - PATCHING (1/2"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2084 | Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (1-25 Tons) CT: 5 Tons/day | Ton | 5 | $ - 0 | 3084 | |
| 2085 | Superpave Bituminous Concrete Wearing Layer-Patching (1/2"), ESAL Range C/D (>25 Tons) CT: 5 Tons/day | Ton | 30 | $ - 0 | 3085 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-LEVELING (3/8"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2087 | Superpave Bituminous Concrete Wearing Layer-Leveling (3/8"), ESAL Range C/D (1-250 Tons) CT: 25 Tons/day | Ton | 175 | $ - 0 | 3087 | |
| 2088 | Superpave Bituminous Concrete Wearing Layer-Leveling (3/8") (>250 Tons) CT: 25 Tons/day | Ton | 350 | $ - 0 | 3088 | |
| SUPERPAVE BITUMINOUS CONCRETE WEARING LAYER-WIDENING (1/2"), ESAL RANGE C/D (AHS DOC 424) | 1000 | |||||
| 2090 | Superpave Bituminous Concrete Wearing Layer-Widening (1/2"), ESAL Range C/D (1-100 Tons) CT: 25 Tons/day | Ton | 25 | $ - 0 | 3090 |
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