Attachment_2 _Bid_Schedule.xlsx
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- Attached to
- Airfield Civil Works IDIQ Federal contract opportunity
- Solicitation number
- FA4819-15-B-0001
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Attachment 2 - Bid Schedule
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Base Year
| ITEM | DESCRIPTION | UNITS | EST. QTY | UNIT PRICE | EST. TOTAL |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 0001 | Geotechnical, Exploratory Borings with Report and Recommendations | EA | 23 | $ - 0 | |
| 0002 | Geotechnical, Permeability Soil Test, Addition to Report and Recommendation | EA | 7 | $ - 0 | |
| 0003 | Environmental, Wetland Delineation, Ecological Assessment with Report, and Permitting Services | AC | 17 | $ - 0 | |
| 0004 | Surveying, Construction Layout | DAY | 65 | $ - 0 | |
| 0005 | Surveying, Topographic/Specific Purpose | HR | 719 | $ - 0 | |
| 0006 | Engineering, Professional Services | HR | 594 | $ - 0 | |
| 0007 | Video Inspection | ||||
| AA | ≤ 24" Diameter | LF | 3440 | $ - 0 | |
| AB | > 24"- ≤ 48" Diameter | LF | 6300 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 5240 | $ - 0 | |
| SECTION 01 55 01 - SECURITY REQUIREMENTS | |||||
| 0008 | Escorts | WK | 79 | $ - 0 | |
| SECTION 32 13 73 - SEALING AND RESEALING OF JOINTS AND CRACKS IN CONCRETE PAVEMENT | |||||
| 0009 | Vacuum Truck | DAY | 733 | $ - 0 | |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 0010 | Low Profile Lighted Barricade | WK | 19818 | $ - 0 | |
| SECTION 02 41 13.13 - PAVING REMOVAL | |||||
| 0011 | Saw Cut Asphalt, ≤ 4 Inches | LF | 955 | $ - 0 | |
| 0012 | Saw Cut Concrete Pavement | ||||
| AA | Dowel Rod Reinforced | LF-IN | 101311 | $ - 0 | |
| AB | Non-Reinforced | LF-IN | 101311 | $ - 0 | |
| 0013 | Asphalt Milling | ||||
| AA | ≤ 2 inch avg depth | SY | 82300 | $ - 0 | |
| AB | > 2 and < 4 avg depth | SY | 15733 | $ - 0 | |
| AC | ≥ 4 inch avg depth | SY | 3556 | $ - 0 | |
| 0014 | Demolition and Excavation of Asphalt | ||||
| AA | ≤ 3 Inches (Saw Cut Not Included) | SY | 8978 | $ - 0 | |
| AB | > 3 Inches, Addition Per Inch | SY | 386 | $ - 0 | |
| 0015 | Demolition and Excavation of Concrete (6 to 9 Inches) | ||||
| AA | Quantity < 500 SY | SY | 1000 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 400 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 2310 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 2178 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 7345 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 21255 | $ - 0 | |
| 0016 | Demolition and Excavation of Concrete (9 to 14 Inches) | ||||
| AA | Quantity < 500 SY | SY | 900 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 900 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 2920 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 1000 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 1667 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 16869 | $ - 0 | |
| 0017 | Excavation, exist. base and/or subgrade material | CY | 39852 | $ - 0 | |
| 0018 | Demolition and Removal, Storm Structure | EA | 8 | $ - 0 | |
| 0019 | Demolition and Removal, Storm Pipe | ||||
| AA | ≤ 24" Diameter | LF | 280 | $ - 0 | |
| AB | > 24 " and ≤ 48" Diameter | LF | 310 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 850 | $ - 0 | |
| SECTION 32 13 13.33 - CONCRETE WORK | |||||
| 0020 | Mooring Anchor w/ Static Grounding | EA | 30 | $ - 0 | |
| 0021 | Welded Wire Fabric | LB | 23652 | $ - 0 | |
| 0022 | Dowels, 1" x 20" | ||||
| AA | Installed, one end drilled and grouted into existing PCC, other end new placed PCC | EA | 25088 | $ - 0 | |
| AB | Installed, both ends in new placed PCC | EA | 25766 | $ - 0 | |
| SECTION 31 20 00 - EARTHWORK | |||||
| 0023 | Eathwork, In-Place Fill Soil | ||||
| AA | Off-Base source | CY | 61574 | $ - 0 | |
| AB | On-Base source | CY | 12055 | $ - 0 | |
| 0024 | Earthwork, Excavation Soil | CY | 16318 | $ - 0 | |
| 0025 | Transport, Demolition / Excavated Materials | ||||
| AA | Off-Base | CY | 63127 | $ - 0 | |
| AB | On-Base | CY | 13763 | $ - 0 | |
| 0026 | Top Soil Stripping | CY | 13299 | $ - 0 | |
| SECTION 01 01 00 - ENVIRONMENTAL REQUIREMENTS | |||||
| 0027 | Open Trench Dewatering | MONTH | 2 | $ - 0 | |
| 0028 | Wellpoint Dewatering | LFM | 3100 | $ - 0 | |
| 0029 | Sediment Barrier | LF | 1400 | $ - 0 | |
| 0030 | Floating Turbidity Barrier | LF | 90 | $ - 0 | |
| 0031 | Inlet Protection System | EA | 25 | $ - 0 | |
| 0032 | Soil Tracking Prevention Device | EA | 1 | $ - 0 | |
| SECTION 32 01 11.51 - RUBBER AND PAINT REMOVAL ON AIRFIELD SURFACES | |||||
| 0033 | Paint Removal | SF | 27308 | $ - 0 | |
| 0034 | Rubber Removal | SF | 514054 | $ - 0 | |
| SECTION 32 01 17.16 - SEALING OF CRACKS IN ASPHALT PAVEMENTS | |||||
| 0035 | Asphalt Pavement, Cleaning and Seal Random Cracks | ||||
| AA | Quantity ≤ 500 LF | LF | 120 | $ - 0 | |
| AB | Quantity > 500 LF to 1000 LF | LF | 150 | $ - 0 | |
| AC | Quantity > 1000 LF to 5000 LF | LF | 250 | $ - 0 | |
| AD | Quantity > 5000 LF | LF | 2000 | $ - 0 | |
| 0036 | Rout and Seal Crack Add Per 1/2" Depth | LF | 7000 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALANT IN CONCRETE PAVEMENT | |||||
| 0037 | Route, Clean and Reseal Joint, Concrete Pavement | LF | 2000 | $ - 0 | |
| 0038 | Route, Clean and Reseal Random Cracks, Concrete Pavement | LF | 2000 | $ - 0 | |
| 0039 | Spalled Joint Repair, Partial Depth | SF | 100 | $ - 0 | |
| 0040 | Corner Break / Spalled Joint Repair, Full Depth | SF | 337 | $ - 0 | |
| 0041 | Grooving PCC Pavement | SF | 149112 | $ - 0 | |
| 0042 | Crushing PCC Pavement | TON | 4010 | $ - 0 | |
| SECTION 32 11 00 - BASE AND SUBBASE COURSES FOR AIRFIELD PAVEMENT | |||||
| 0043 | Base Course Group 4, In-Place | ||||
| AA | Off-Base Source | SY | 67198 | $ - 0 | |
| AB | On-Base Source | SY | 14344 | $ - 0 | |
| 0044 | Type B Stabilization | SY | 43380 | $ - 0 | |
| 0045 | Base Course / Subgrade Preparation | SY | 83406 | $ - 0 | |
| SECTION 32 12 16 - ASPHALT PAVING | |||||
| 0046 | Asphalt Pavement, PG 76-22 | TN | 12568 | $ - 0 | |
| 0047 | Asphalt Pavement | TN | 491 | $ - 0 | |
| SECTION 32 01 13 - BITUMINOUS SEAL AND FOG COATS | |||||
| 0048 | Asphalt Slurry Seal | SY | 36094 | $ - 0 | |
| SECTION 32 13 13 - CONCRETE PAVEMENT FOR AIRFIELDS | |||||
| 0049 | Portland Cement Concrete | ||||
| AA | 6" depth, ≤ 1,000 SY | SY | 1000 | $ - 0 | |
| AB | 6" depth, > 1,000 SY and ≤ 5,000 SY | SY | 1000 | $ - 0 | |
| AC | 6" depth, > 5,000 SY | SY | 54978 | $ - 0 | |
| AD | Addition Per Inch > 6" | SY | 345376 | $ - 0 | |
| 0050 | Concrete Pavement Saw Cut Joints | LF | 89604 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALING IN CONCRETE PAVEMENT | |||||
| 0051 | Joint Filler, Expansion Board | LF | 14210 | $ - 0 | |
| 0052 | Joint Sealant, Pre-Formed Elastometric | LF | 70948 | $ - 0 | |
| 0053 | Joint Sealant, Silicone | LF | 7200 | $ - 0 | |
| SECTION 32 17 23.13 - AIRFIELD AND TRAFFIC ROADWAY MARKING | |||||
| 0054 | Pavement Marking | ||||
| AA | Truck/Palletized Mounted Operation | SF | 182285 | $ - 0 | |
| AB | Walk Behind/Self-Propelled Operation | SF | 63260 | $ - 0 | |
| AC | Stencilled Handwork | SF | 15994 | $ - 0 | |
| SECTION 32 92 00 - GRASSING BY SEEDING AND SODDING | |||||
| 0055 | Seed and Mulch, Drilled | SY | 100933 | $ - 0 | |
| 0056 | Hydro-Seed with Flexible Growth Medium | SY | 36944 | $ - 0 | |
| 0057 | Solid Sod | SY | 10192 | $ - 0 | |
| SECTION 33 42 00 - STORM DRAINAGE UTILITIES | |||||
| 0058 | Manhole / Inlet Cleaning & Sealing | EA | 6 | $ - 0 | |
| 0059 | Pipe Desilting | ||||
| AA | ≤ 24" Diameter | LF | 470 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | LF | 100 | $ - 0 | |
| AC | > 48" Diameter | LF | 100 | $ - 0 | |
| AD | Box Culvert | LF | 50 | $ - 0 | |
| 0060 | Pipe Joint Clean and Repair | ||||
| AA | ≤ 24" Diameter | EA | 10 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | EA | 7 | $ - 0 | |
| AC | > 48" Diameter | EA | 6 | $ - 0 | |
| AD | Box Culvert | EA | 2 | $ - 0 | |
| 0061 | Reinforced Concrete Pipe, Round | ||||
| AA | 18" Diameter | LF | 40 | $ - 0 | |
| AB | 24" Diameter | LF | 50 | $ - 0 | |
| AC | 36" Diameter | LF | 60 | $ - 0 | |
| AD | 48" Diameter | LF | 60 | $ - 0 | |
| 0062 | Reinforced Concrete Pipe, Elliptical | ||||
| AA | 18" Elliptical | LF | 1885 | $ - 0 | |
| AB | 24" Elliptical | LF | 346 | $ - 0 | |
| AC | 36" Elliptical | LF | 600 | $ - 0 | |
| AD | 48" Elliptical | LF | 20 | $ - 0 | |
| 0063 | Reinforced Concrete Structures | ||||
| AA | Manhole, Cast Iron Ring and Cover | EA | 3 | $ - 0 | |
| AC | Type C, D, and E Inlet with Cast Grate | EA | 13 | $ - 0 | |
| AE | Type H Inlet with Cast Iron Grate | EA | 2 | $ - 0 | |
| 0064 | Mitered End Section, Round Pipe | ||||
| AA | Mitered End Section, 18" Round | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Round | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Round | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Round | EA | 1 | $ - 0 | |
| 0065 | Mitered End Section, Elliptical Pipe | ||||
| AA | Mitered End Section, 18" Elliptical | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Elliptical | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Elliptical | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Elliptical | EA | 1 | $ - 0 | |
| 0066 | Rip-Rap w/ Geotextile Fabric | TN | 462 | $ - 0 | |
| 0067 | Manhole / Inlet, Adjust | EA | 1 | $ - 0 | |
| 0068 | Valve Box / Hand Hole, Adjust | EA | 1 | $ - 0 | |
| 0069 | Replace Manhole Cover/Inlet Grate | EA | 1 | $ - 0 | |
| 0070 | Utility Duct | LF | 420 | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 0071 | Weekend / Night Work (% of project required) | JB | 0.5 | % | = |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 0072 | Bonding | JB | 1 | % | = |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 0073 | Mobilization / Demobilization (Task ≤ $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 2 | $ - 0 | |
| AB | Asphalt | JB | 6 | $ - 0 | |
| AC | Milling | JB | 1 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 17 | $ - 0 | |
| 0074 | Mobilization / Demobilization (Task > $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 15 | $ - 0 | |
| AB | Asphalt | JB | 6 | $ - 0 | |
| AC | Milling | JB | 3 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 1 | $ - 0 | |
| TOTAL | $ - 0 |
&"-,Regular"Airfield Civil Works IDIQ &"-,Regular"Tyndall Air Force Base Base Year
&"-,Bold"&11Attachment 2- Bid Schedule
Option Year 1
| ITEM | DESCRIPTION | UNITS | EST. QTY | UNIT PRICE | EST. TOTAL |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 1001 | Geotechnical, Exploratory Borings with Report and Recommendations | EA | 12 | $ - 0 | |
| 1002 | Geotechnical, Permeability Soil Test, Addition to Report and Recommendation | EA | 7 | $ - 0 | |
| 1003 | Environmental, Wetland Delineation, Ecological Assessment with Report, and Permitting Services | AC | 17 | $ - 0 | |
| 1004 | Surveying, Construction Layout | DAY | 28 | $ - 0 | |
| 1005 | Surveying, Topographic/Specific Purpose | HR | 239 | $ - 0 | |
| 1006 | Engineering, Professional Services | HR | 214 | $ - 0 | |
| 1007 | Video Inspection | ||||
| AA | ≤ 24" Diameter | LF | 3440 | $ - 0 | |
| AB | > 24"- ≤ 48" Diameter | LF | 6300 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 5240 | $ - 0 | |
| SECTION 01 55 01 - SECURITY REQUIREMENTS | |||||
| 1008 | Escorts | WK | 47 | $ - 0 | |
| SECTION 32 13 73 - SEALING AND RESEALING OF JOINTS AND CRACKS IN CONCRETE PAVEMENT | |||||
| 1009 | Vacuum Truck | DAY | 522 | $ - 0 | |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 1010 | Low Profile Lighted Barricade | WK | 14157 | $ - 0 | |
| SECTION 02 41 13.13 - PAVING REMOVAL | |||||
| 1011 | Saw Cut Asphalt, ≤ 4 Inches | LF | 955 | $ - 0 | |
| 1012 | Saw Cut Concrete Pavement | ||||
| AA | Dowel Rod Reinforced | LF-IN | 57511 | $ - 0 | |
| AB | Non-Reinforced | LF-IN | 57511 | $ - 0 | |
| 1013 | Asphalt Milling | ||||
| AA | ≤ 2 inch avg depth | SY | 3600 | $ - 0 | |
| AB | > 2 and < 4 avg depth | SY | 15733 | $ - 0 | |
| AC | ≥ 4 inch avg depth | SY | 3556 | $ - 0 | |
| 1014 | Demolition and Excavation of Asphalt | ||||
| AA | ≤ 3 Inches (Saw Cut Not Included) | SY | 8978 | $ - 0 | |
| AB | > 3 Inches, Addition Per Inch | SY | 386 | $ - 0 | |
| 1015 | Demolition and Excavation of Concrete (6 to 9 Inches) | ||||
| AA | Quantity < 500 SY | SY | 1000 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 400 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 2178 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 2125 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 2430 | $ - 0 | |
| 1016 | Demolition and Excavation of Concrete (9 to 14 Inches) | ||||
| AA | Quantity < 500 SY | SY | 900 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 900 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 1000 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 1667 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 16869 | $ - 0 | |
| 1017 | Excavation, exist. base and/or subgrade material | CY | 17752 | $ - 0 | |
| 1018 | Demolition and Removal, Storm Structure | EA | 8 | $ - 0 | |
| 1019 | Demolition and Removal, Storm Pipe | ||||
| AA | ≤ 24" Diameter | LF | 280 | $ - 0 | |
| AB | > 24 " and ≤ 48" Diameter | LF | 310 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 850 | $ - 0 | |
| SECTION 32 13 13.33 - CONCRETE WORK | |||||
| 1020 | Mooring Anchor w/ Static Grounding | EA | 30 | $ - 0 | |
| 1021 | Welded Wire Fabric | LB | 8652 | $ - 0 | |
| 1022 | Dowels, 1" x 20" | ||||
| AA | Installed, one end drilled and grouted into existing PCC, other end new placed PCC | EA | 15988 | $ - 0 | |
| AB | Installed, both ends in new placed PCC | EA | 15988 | $ - 0 | |
| SECTION 31 20 00 - EARTHWORK | |||||
| 1023 | Eathwork, In-Place Fill Soil | ||||
| AA | Off-Base source | CY | 47124 | $ - 0 | |
| AB | On-Base source | CY | 12055 | $ - 0 | |
| 1024 | Earthwork, Excavation Soil | CY | 16318 | $ - 0 | |
| 1025 | Transport, Demolition / Excavated Materials | ||||
| AA | Off-Base | CY | 35626 | $ - 0 | |
| AB | On-Base | CY | 13763 | $ - 0 | |
| 1026 | Top Soil Stripping | CY | 13299 | $ - 0 | |
| SECTION 01 01 00 - ENVIRONMENTAL REQUIREMENTS | |||||
| 1027 | Open Trench Dewatering | MONTH | 2 | $ - 0 | |
| 1028 | Wellpoint Dewatering | LFM | 3100 | $ - 0 | |
| 1029 | Sediment Barrier | LF | 1400 | $ - 0 | |
| 1030 | Floating Turbidity Barrier | LF | 90 | $ - 0 | |
| 1031 | Inlet Protection System | EA | 25 | $ - 0 | |
| 1032 | Soil Tracking Prevention Device | EA | 1 | $ - 0 | |
| SECTION 32 01 11.51 - RUBBER AND PAINT REMOVAL ON AIRFIELD SURFACES | |||||
| 1033 | Paint Removal | SF | 27308 | $ - 0 | |
| 1034 | Rubber Removal | SF | 514054 | $ - 0 | |
| SECTION 32 01 17.16 - SEALING OF CRACKS IN ASPHALT PAVEMENTS | |||||
| 1035 | Asphalt Pavement, Cleaning and Seal Random Cracks | ||||
| AA | Quantity ≤ 500 LF | LF | 120 | $ - 0 | |
| AB | Quantity > 500 LF to 1000 LF | LF | 150 | $ - 0 | |
| AC | Quantity > 1000 LF to 5000 LF | LF | 250 | $ - 0 | |
| AD | Quantity > 5000 LF | LF | 2000 | $ - 0 | |
| 1036 | Rout and Seal Crack Add Per 1/2" Depth | LF | 7000 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALANT IN CONCRETE PAVEMENT | |||||
| 1037 | Route, Clean and Reseal Joint, Concrete Pavement | LF | 2000 | $ - 0 | |
| 1038 | Route, Clean and Reseal Random Cracks, Concrete Pavement | LF | 2000 | $ - 0 | |
| 1039 | Spalled Joint Repair, Partial Depth | SF | 100 | $ - 0 | |
| 1040 | Corner Break / Spalled Joint Repair, Full Depth | SF | 337 | $ - 0 | |
| 1041 | Grooving PCC Pavement | SF | 149112 | $ - 0 | |
| 1042 | Crushing PCC Pavement | TON | 4010 | $ - 0 | |
| SECTION 32 11 00 - BASE AND SUBBASE COURSES FOR AIRFIELD PAVEMENT | |||||
| 1043 | Base Course Group 4, In-Place | ||||
| AA | Off-Base Source | SY | 29333 | $ - 0 | |
| AB | On-Base Source | SY | 14344 | $ - 0 | |
| 1044 | Type B Stabilization | SY | 4900 | $ - 0 | |
| 1045 | Base Course / Subgrade Preparation | SY | 44366 | $ - 0 | |
| SECTION 32 12 16 - ASPHALT PAVING | |||||
| 1046 | Asphalt Pavement, PG 76-22 | TN | 3868 | $ - 0 | |
| 1047 | Asphalt Pavement | TN | 491 | $ - 0 | |
| SECTION 32 01 13 - BITUMINOUS SEAL AND FOG COATS | |||||
| 1048 | Asphalt Slurry Seal | SY | 36094 | $ - 0 | |
| SECTION 32 13 13 - CONCRETE PAVEMENT FOR AIRFIELDS | |||||
| 1049 | Portland Cement Concrete | ||||
| AA | 6" depth, ≤ 1,000 SY | SY | 1000 | $ - 0 | |
| AB | 6" depth, > 1,000 SY and ≤ 5,000 SY | SY | 1000 | $ - 0 | |
| AC | 6" depth, > 5,000 SY | SY | 17533 | $ - 0 | |
| AD | Addition Per Inch > 6" | SY | 120706 | $ - 0 | |
| 1050 | Concrete Pavement Saw Cut Joints | LF | 43344 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALING IN CONCRETE PAVEMENT | |||||
| 1051 | Joint Filler, Expansion Board | LF | 10580 | $ - 0 | |
| 1052 | Joint Sealant, Pre-Formed Elastometric | LF | 22778 | $ - 0 | |
| 1053 | Joint Sealant, Silicone | LF | 7200 | $ - 0 | |
| SECTION 32 17 23.13 - AIRFIELD AND TRAFFIC ROADWAY MARKING | |||||
| 1054 | Pavement Marking | ||||
| AA | Truck/Palletized Mounted Operation | SF | 162285 | $ - 0 | |
| AB | Walk Behind/Self-Propelled Operation | SF | 59260 | $ - 0 | |
| AC | Stencilled Handwork | SF | 11994 | $ - 0 | |
| SECTION 32 92 00 - GRASSING BY SEEDING AND SODDING | |||||
| 1055 | Seed and Mulch, Drilled | SY | 68933 | $ - 0 | |
| 1056 | Hydro-Seed with Flexible Growth Medium | SY | 36944 | $ - 0 | |
| 1057 | Solid Sod | SY | 10192 | $ - 0 | |
| SECTION 33 42 00 - STORM DRAINAGE UTILITIES | |||||
| 1058 | Manhole / Inlet Cleaning & Sealing | EA | 6 | $ - 0 | |
| 1059 | Pipe Desilting | ||||
| AA | ≤ 24" Diameter | LF | 470 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | LF | 100 | $ - 0 | |
| AC | > 48" Diameter | LF | 100 | $ - 0 | |
| AD | Box Culvert | LF | 50 | $ - 0 | |
| 1060 | Pipe Joint Clean and Repair | ||||
| AA | ≤ 24" Diameter | EA | 10 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | EA | 7 | $ - 0 | |
| AC | > 48" Diameter | EA | 6 | $ - 0 | |
| AD | Box Culvert | EA | 2 | $ - 0 | |
| 1061 | Reinforced Concrete Pipe, Round | ||||
| AA | 18" Diameter | LF | 40 | $ - 0 | |
| AB | 24" Diameter | LF | 50 | $ - 0 | |
| AC | 36" Diameter | LF | 60 | $ - 0 | |
| AD | 48" Diameter | LF | 60 | $ - 0 | |
| 1062 | Reinforced Concrete Pipe, Elliptical | ||||
| AA | 18" Elliptical | LF | 1885 | $ - 0 | |
| AB | 24" Elliptical | LF | 346 | $ - 0 | |
| AC | 36" Elliptical | LF | 600 | $ - 0 | |
| AD | 48" Elliptical | LF | 20 | $ - 0 | |
| 1063 | Reinforced Concrete Structures | ||||
| AA | Manhole, Cast Iron Ring and Cover | EA | 3 | $ - 0 | |
| AC | Type C, D, and E Inlet with Cast Grate | EA | 13 | $ - 0 | |
| AE | Type H Inlet with Cast Iron Grate | EA | 2 | $ - 0 | |
| 1064 | Mitered End Section, Round Pipe | ||||
| AA | Mitered End Section, 18" Round | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Round | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Round | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Round | EA | 1 | $ - 0 | |
| 1065 | Mitered End Section, Elliptical Pipe | ||||
| AA | Mitered End Section, 18" Elliptical | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Elliptical | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Elliptical | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Elliptical | EA | 1 | $ - 0 | |
| 1066 | Rip-Rap w/ Geotextile Fabric | TN | 462 | $ - 0 | |
| 1067 | Manhole / Inlet, Adjust | EA | 1 | $ - 0 | |
| 1068 | Valve Box / Hand Hole, Adjust | EA | 1 | $ - 0 | |
| 1069 | Replace Manhole Cover/Inlet Grate | EA | 1 | $ - 0 | |
| 1070 | Utility Duct | LF | 420 | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 1071 | Weekend / Night Work (% of project required) | JB | 0.5 | % | = |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 1072 | Bonding | JB | 1 | % | = |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 1073 | Mobilization / Demobilization (Task ≤ $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 2 | $ - 0 | |
| AB | Asphalt | JB | 6 | $ - 0 | |
| AC | Milling | JB | 1 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 16 | $ - 0 | |
| 1074 | Mobilization / Demobilization (Task > $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 14 | $ - 0 | |
| AB | Asphalt | JB | 5 | $ - 0 | |
| AC | Milling | JB | 2 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 1 | $ - 0 | |
| TOTAL | $ - 0 |
&"-,Regular"Airfield Civil Works IDIQ &"-,Regular"Tyndall Air Force Base Option Year 1
&"-,Regular"Attachment 2- Bid Schedule
Option Year 2
| ITEM | DESCRIPTION | UNITS | EST. QTY | UNIT PRICE | EST. TOTAL |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 2001 | Geotechnical, Exploratory Borings with Report and Recommendations | EA | 12 | $ - 0 | |
| 2002 | Geotechnical, Permeability Soil Test, Addition to Report and Recommendation | EA | 7 | $ - 0 | |
| 2003 | Environmental, Wetland Delineation, Ecological Assessment with Report, and Permitting Services | AC | 17 | $ - 0 | |
| 2004 | Surveying, Construction Layout | DAY | 28 | $ - 0 | |
| 2005 | Surveying, Topographic/Specific Purpose | HR | 239 | $ - 0 | |
| 2006 | Engineering, Professional Services | HR | 214 | $ - 0 | |
| 2007 | Video Inspection | ||||
| AA | ≤ 24" Diameter | LF | 3440 | $ - 0 | |
| AB | > 24"- ≤ 48" Diameter | LF | 6300 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 5240 | $ - 0 | |
| SECTION 01 55 01 - SECURITY REQUIREMENTS | |||||
| 2008 | Escorts | WK | 47 | $ - 0 | |
| SECTION 32 13 73 - SEALING AND RESEALING OF JOINTS AND CRACKS IN CONCRETE PAVEMENT | |||||
| 2009 | Vacuum Truck | DAY | 522 | $ - 0 | |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 2010 | Low Profile Lighted Barricade | WK | 14157 | $ - 0 | |
| SECTION 02 41 13.13 - PAVING REMOVAL | |||||
| 2011 | Saw Cut Asphalt, ≤ 4 Inches | LF | 955 | $ - 0 | |
| 2012 | Saw Cut Concrete Pavement | ||||
| AA | Dowel Rod Reinforced | LF-IN | 57511 | $ - 0 | |
| AB | Non-Reinforced | LF-IN | 57511 | $ - 0 | |
| 2013 | Asphalt Milling | ||||
| AA | ≤ 2 inch avg depth | SY | 3600 | $ - 0 | |
| AB | > 2 and < 4 avg depth | SY | 15733 | $ - 0 | |
| AC | ≥ 4 inch avg depth | SY | 3556 | $ - 0 | |
| 2014 | Demolition and Excavation of Asphalt | ||||
| AA | ≤ 3 Inches (Saw Cut Not Included) | SY | 8978 | $ - 0 | |
| AB | > 3 Inches, Addition Per Inch | SY | 386 | $ - 0 | |
| 2015 | Demolition and Excavation of Concrete (6 to 9 Inches) | ||||
| AA | Quantity < 500 SY | SY | 1000 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 400 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 2178 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 2125 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 2430 | $ - 0 | |
| 2016 | Demolition and Excavation of Concrete (9 to 14 Inches) | ||||
| AA | Quantity < 500 SY | SY | 900 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 900 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 1000 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 1667 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 16869 | $ - 0 | |
| 2017 | Excavation, exist. base and/or subgrade material | CY | 17752 | $ - 0 | |
| 2018 | Demolition and Removal, Storm Structure | EA | 8 | $ - 0 | |
| 2019 | Demolition and Removal, Storm Pipe | ||||
| AA | ≤ 24" Diameter | LF | 280 | $ - 0 | |
| AB | > 24 " and ≤ 48" Diameter | LF | 310 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 850 | $ - 0 | |
| SECTION 32 13 13.33 - CONCRETE WORK | |||||
| 2020 | Mooring Anchor w/ Static Grounding | EA | 30 | $ - 0 | |
| 2021 | Welded Wire Fabric | LB | 8652 | $ - 0 | |
| 2022 | Dowels, 1" x 20" | ||||
| AA | Installed, one end drilled and grouted into existing PCC, other end new placed PCC | EA | 15988 | $ - 0 | |
| AB | Installed, both ends in new placed PCC | EA | 15988 | $ - 0 | |
| SECTION 31 20 00 - EARTHWORK | |||||
| 2023 | Eathwork, In-Place Fill Soil | ||||
| AA | Off-Base source | CY | 47124 | $ - 0 | |
| AB | On-Base source | CY | 12055 | $ - 0 | |
| 2024 | Earthwork, Excavation Soil | CY | 16318 | $ - 0 | |
| 2025 | Transport, Demolition / Excavated Materials | ||||
| AA | Off-Base | CY | 35626 | $ - 0 | |
| AB | On-Base | CY | 13763 | $ - 0 | |
| 2026 | Top Soil Stripping | CY | 13299 | $ - 0 | |
| SECTION 01 01 00 - ENVIRONMENTAL REQUIREMENTS | |||||
| 2027 | Open Trench Dewatering | MONTH | 2 | $ - 0 | |
| 2028 | Wellpoint Dewatering | LFM | 3100 | $ - 0 | |
| 2029 | Sediment Barrier | LF | 1400 | $ - 0 | |
| 2030 | Floating Turbidity Barrier | LF | 90 | $ - 0 | |
| 2031 | Inlet Protection System | EA | 25 | $ - 0 | |
| 2032 | Soil Tracking Prevention Device | EA | 1 | $ - 0 | |
| SECTION 32 01 11.51 - RUBBER AND PAINT REMOVAL ON AIRFIELD SURFACES | |||||
| 2033 | Paint Removal | SF | 27308 | $ - 0 | |
| 2034 | Rubber Removal | SF | 514054 | $ - 0 | |
| SECTION 32 01 17.16 - SEALING OF CRACKS IN ASPHALT PAVEMENTS | |||||
| 2035 | Asphalt Pavement, Cleaning and Seal Random Cracks | ||||
| AA | Quantity ≤ 500 LF | LF | 120 | $ - 0 | |
| AB | Quantity > 500 LF to 1000 LF | LF | 150 | $ - 0 | |
| AC | Quantity > 1000 LF to 5000 LF | LF | 250 | $ - 0 | |
| AD | Quantity > 5000 LF | LF | 2000 | $ - 0 | |
| 2036 | Rout and Seal Crack Add Per 1/2" Depth | LF | 7000 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALANT IN CONCRETE PAVEMENT | |||||
| 2037 | Route, Clean and Reseal Joint, Concrete Pavement | LF | 2000 | $ - 0 | |
| 2038 | Route, Clean and Reseal Random Cracks, Concrete Pavement | LF | 2000 | $ - 0 | |
| 2039 | Spalled Joint Repair, Partial Depth | SF | 100 | $ - 0 | |
| 2040 | Corner Break / Spalled Joint Repair, Full Depth | SF | 337 | $ - 0 | |
| 2041 | Grooving PCC Pavement | SF | 149112 | $ - 0 | |
| 2042 | Crushing PCC Pavement | TON | 4010 | $ - 0 | |
| SECTION 32 11 00 - BASE AND SUBBASE COURSES FOR AIRFIELD PAVEMENT | |||||
| 2043 | Base Course Group 4, In-Place | ||||
| AA | Off-Base Source | SY | 29333 | $ - 0 | |
| AB | On-Base Source | SY | 14344 | $ - 0 | |
| 2044 | Type B Stabilization | SY | 4900 | $ - 0 | |
| 2045 | Base Course / Subgrade Preparation | SY | 44366 | $ - 0 | |
| SECTION 32 12 16 - ASPHALT PAVING | |||||
| 2046 | Asphalt Pavement, PG 76-22 | TN | 3868 | $ - 0 | |
| 2047 | Asphalt Pavement | TN | 491 | $ - 0 | |
| SECTION 32 01 13 - BITUMINOUS SEAL AND FOG COATS | |||||
| 2048 | Asphalt Slurry Seal | SY | 36094 | $ - 0 | |
| SECTION 32 13 13 - CONCRETE PAVEMENT FOR AIRFIELDS | |||||
| 2049 | Portland Cement Concrete | ||||
| AA | 6" depth, ≤ 1,000 SY | SY | 1000 | $ - 0 | |
| AB | 6" depth, > 1,000 SY and ≤ 5,000 SY | SY | 1000 | $ - 0 | |
| AC | 6" depth, > 5,000 SY | SY | 17533 | $ - 0 | |
| AD | Addition Per Inch > 6" | SY | 120706 | $ - 0 | |
| 2050 | Concrete Pavement Saw Cut Joints | LF | 43344 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALING IN CONCRETE PAVEMENT | |||||
| 2051 | Joint Filler, Expansion Board | LF | 10580 | $ - 0 | |
| 2052 | Joint Sealant, Pre-Formed Elastometric | LF | 22778 | $ - 0 | |
| 2053 | Joint Sealant, Silicone | LF | 7200 | $ - 0 | |
| SECTION 32 17 23.13 - AIRFIELD AND TRAFFIC ROADWAY MARKING | |||||
| 2054 | Pavement Marking | ||||
| AA | Truck/Palletized Mounted Operation | SF | 162285 | $ - 0 | |
| AB | Walk Behind/Self-Propelled Operation | SF | 59260 | $ - 0 | |
| AC | Stencilled Handwork | SF | 11994 | $ - 0 | |
| SECTION 32 92 00 - GRASSING BY SEEDING AND SODDING | |||||
| 2055 | Seed and Mulch, Drilled | SY | 68933 | $ - 0 | |
| 2056 | Hydro-Seed with Flexible Growth Medium | SY | 36944 | $ - 0 | |
| 2057 | Solid Sod | SY | 10192 | $ - 0 | |
| SECTION 33 42 00 - STORM DRAINAGE UTILITIES | |||||
| 2058 | Manhole / Inlet Cleaning & Sealing | EA | 6 | $ - 0 | |
| 2059 | Pipe Desilting | ||||
| AA | ≤ 24" Diameter | LF | 470 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | LF | 100 | $ - 0 | |
| AC | > 48" Diameter | LF | 100 | $ - 0 | |
| AD | Box Culvert | LF | 50 | $ - 0 | |
| 2060 | Pipe Joint Clean and Repair | ||||
| AA | ≤ 24" Diameter | EA | 10 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | EA | 7 | $ - 0 | |
| AC | > 48" Diameter | EA | 6 | $ - 0 | |
| AD | Box Culvert | EA | 2 | $ - 0 | |
| 2061 | Reinforced Concrete Pipe, Round | ||||
| AA | 18" Diameter | LF | 40 | $ - 0 | |
| AB | 24" Diameter | LF | 50 | $ - 0 | |
| AC | 36" Diameter | LF | 60 | $ - 0 | |
| AD | 48" Diameter | LF | 60 | $ - 0 | |
| 2062 | Reinforced Concrete Pipe, Elliptical | ||||
| AA | 18" Elliptical | LF | 1885 | $ - 0 | |
| AB | 24" Elliptical | LF | 346 | $ - 0 | |
| AC | 36" Elliptical | LF | 600 | $ - 0 | |
| AD | 48" Elliptical | LF | 20 | $ - 0 | |
| 2063 | Reinforced Concrete Structures | ||||
| AA | Manhole, Cast Iron Ring and Cover | EA | 3 | $ - 0 | |
| AC | Type C, D, and E Inlet with Cast Grate | EA | 13 | $ - 0 | |
| AE | Type H Inlet with Cast Iron Grate | EA | 2 | $ - 0 | |
| 2064 | Mitered End Section, Round Pipe | ||||
| AA | Mitered End Section, 18" Round | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Round | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Round | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Round | EA | 1 | $ - 0 | |
| 2065 | Mitered End Section, Elliptical Pipe | ||||
| AA | Mitered End Section, 18" Elliptical | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Elliptical | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Elliptical | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Elliptical | EA | 1 | $ - 0 | |
| 2066 | Rip-Rap w/ Geotextile Fabric | TN | 462 | $ - 0 | |
| 2067 | Manhole / Inlet, Adjust | EA | 1 | $ - 0 | |
| 2068 | Valve Box / Hand Hole, Adjust | EA | 1 | $ - 0 | |
| 2069 | Replace Manhole Cover/Inlet Grate | EA | 1 | $ - 0 | |
| 2070 | Utility Duct | LF | 420 | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 2071 | Weekend / Night Work (% of project required) | JB | 0.5 | % | = |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 2072 | Bonding | JB | 1 | % | = |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 2073 | Mobilization / Demobilization (Task ≤ $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 2 | $ - 0 | |
| AB | Asphalt | JB | 6 | $ - 0 | |
| AC | Milling | JB | 1 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 16 | $ - 0 | |
| 2074 | Mobilization / Demobilization (Task > $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 14 | $ - 0 | |
| AB | Asphalt | JB | 5 | $ - 0 | |
| AC | Milling | JB | 2 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 1 | $ - 0 | |
| TOTAL | $ - 0 |
&"-,Regular"Airfield Civil Works IDIQ &"-,Regular"Tyndall Air Force Base Option Year 2
&"-,Regular"Attachment 2- Bid Schedule
Option Year 3
| ITEM | DESCRIPTION | UNITS | EST. QTY | UNIT PRICE | EST. TOTAL |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 3001 | Geotechnical, Exploratory Borings with Report and Recommendations | EA | 12 | $ - 0 | |
| 3002 | Geotechnical, Permeability Soil Test, Addition to Report and Recommendation | EA | 7 | $ - 0 | |
| 3003 | Environmental, Wetland Delineation, Ecological Assessment with Report, and Permitting Services | AC | 17 | $ - 0 | |
| 3004 | Surveying, Construction Layout | DAY | 28 | $ - 0 | |
| 3005 | Surveying, Topographic/Specific Purpose | HR | 239 | $ - 0 | |
| 3006 | Engineering, Professional Services | HR | 214 | $ - 0 | |
| 3007 | Video Inspection | ||||
| AA | ≤ 24" Diameter | LF | 3440 | $ - 0 | |
| AB | > 24"- ≤ 48" Diameter | LF | 6300 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 5240 | $ - 0 | |
| SECTION 01 55 01 - SECURITY REQUIREMENTS | |||||
| 3008 | Escorts | WK | 47 | $ - 0 | |
| SECTION 32 13 73 - SEALING AND RESEALING OF JOINTS AND CRACKS IN CONCRETE PAVEMENT | |||||
| 3009 | Vacuum Truck | DAY | 522 | $ - 0 | |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 3010 | Low Profile Lighted Barricade | WK | 14157 | $ - 0 | |
| SECTION 02 41 13.13 - PAVING REMOVAL | |||||
| 3011 | Saw Cut Asphalt, ≤ 4 Inches | LF | 955 | $ - 0 | |
| 3012 | Saw Cut Concrete Pavement | ||||
| AA | Dowel Rod Reinforced | LF-IN | 57511 | $ - 0 | |
| AB | Non-Reinforced | LF-IN | 57511 | $ - 0 | |
| 3013 | Asphalt Milling | ||||
| AA | ≤ 2 inch avg depth | SY | 3600 | $ - 0 | |
| AB | > 2 and < 4 avg depth | SY | 15733 | $ - 0 | |
| AC | ≥ 4 inch avg depth | SY | 3556 | $ - 0 | |
| 3014 | Demolition and Excavation of Asphalt | ||||
| AA | ≤ 3 Inches (Saw Cut Not Included) | SY | 8978 | $ - 0 | |
| AB | > 3 Inches, Addition Per Inch | SY | 386 | $ - 0 | |
| 3015 | Demolition and Excavation of Concrete (6 to 9 Inches) | ||||
| AA | Quantity < 500 SY | SY | 1000 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 400 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 2178 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 2125 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 2430 | $ - 0 | |
| 3016 | Demolition and Excavation of Concrete (9 to 14 Inches) | ||||
| AA | Quantity < 500 SY | SY | 900 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 900 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 1000 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 1667 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 16869 | $ - 0 | |
| 3017 | Excavation, exist. base and/or subgrade material | CY | 17752 | $ - 0 | |
| 3018 | Demolition and Removal, Storm Structure | EA | 8 | $ - 0 | |
| 3019 | Demolition and Removal, Storm Pipe | ||||
| AA | ≤ 24" Diameter | LF | 280 | $ - 0 | |
| AB | > 24 " and ≤ 48" Diameter | LF | 310 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 850 | $ - 0 | |
| SECTION 32 13 13.33 - CONCRETE WORK | |||||
| 3020 | Mooring Anchor w/ Static Grounding | EA | 30 | $ - 0 | |
| 3021 | Welded Wire Fabric | LB | 8652 | $ - 0 | |
| 3022 | Dowels, 1" x 20" | ||||
| AA | Installed, one end drilled and grouted into existing PCC, other end new placed PCC | EA | 15988 | $ - 0 | |
| AB | Installed, both ends in new placed PCC | EA | 15988 | $ - 0 | |
| SECTION 31 20 00 - EARTHWORK | |||||
| 3023 | Eathwork, In-Place Fill Soil | ||||
| AA | Off-Base source | CY | 47124 | $ - 0 | |
| AB | On-Base source | CY | 12055 | $ - 0 | |
| 3024 | Earthwork, Excavation Soil | CY | 16318 | $ - 0 | |
| 3025 | Transport, Demolition / Excavated Materials | ||||
| AA | Off-Base | CY | 35626 | $ - 0 | |
| AB | On-Base | CY | 13763 | $ - 0 | |
| 3026 | Top Soil Stripping | CY | 13299 | $ - 0 | |
| SECTION 01 01 00 - ENVIRONMENTAL REQUIREMENTS | |||||
| 3027 | Open Trench Dewatering | MONTH | 2 | $ - 0 | |
| 3028 | Wellpoint Dewatering | LFM | 3100 | $ - 0 | |
| 3029 | Sediment Barrier | LF | 1400 | $ - 0 | |
| 3030 | Floating Turbidity Barrier | LF | 90 | $ - 0 | |
| 3031 | Inlet Protection System | EA | 25 | $ - 0 | |
| 3032 | Soil Tracking Prevention Device | EA | 1 | $ - 0 | |
| SECTION 32 01 11.51 - RUBBER AND PAINT REMOVAL ON AIRFIELD SURFACES | |||||
| 3033 | Paint Removal | SF | 27308 | $ - 0 | |
| 3034 | Rubber Removal | SF | 514054 | $ - 0 | |
| SECTION 32 01 17.16 - SEALING OF CRACKS IN ASPHALT PAVEMENTS | |||||
| 3035 | Asphalt Pavement, Cleaning and Seal Random Cracks | ||||
| AA | Quantity ≤ 500 LF | LF | 120 | $ - 0 | |
| AB | Quantity > 500 LF to 1000 LF | LF | 150 | $ - 0 | |
| AC | Quantity > 1000 LF to 5000 LF | LF | 250 | $ - 0 | |
| AD | Quantity > 5000 LF | LF | 2000 | $ - 0 | |
| 3036 | Rout and Seal Crack Add Per 1/2" Depth | LF | 7000 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALANT IN CONCRETE PAVEMENT | |||||
| 3037 | Route, Clean and Reseal Joint, Concrete Pavement | LF | 2000 | $ - 0 | |
| 3038 | Route, Clean and Reseal Random Cracks, Concrete Pavement | LF | 2000 | $ - 0 | |
| 3039 | Spalled Joint Repair, Partial Depth | SF | 100 | $ - 0 | |
| 3040 | Corner Break / Spalled Joint Repair, Full Depth | SF | 337 | $ - 0 | |
| 3041 | Grooving PCC Pavement | SF | 149112 | $ - 0 | |
| 3042 | Crushing PCC Pavement | TON | 4010 | $ - 0 | |
| SECTION 32 11 00 - BASE AND SUBBASE COURSES FOR AIRFIELD PAVEMENT | |||||
| 3043 | Base Course Group 4, In-Place | ||||
| AA | Off-Base Source | SY | 29333 | $ - 0 | |
| AB | On-Base Source | SY | 14344 | $ - 0 | |
| 3044 | Type B Stabilization | SY | 4900 | $ - 0 | |
| 3045 | Base Course / Subgrade Preparation | SY | 44366 | $ - 0 | |
| SECTION 32 12 16 - ASPHALT PAVING | |||||
| 3046 | Asphalt Pavement, PG 76-22 | TN | 3868 | $ - 0 | |
| 3047 | Asphalt Pavement | TN | 491 | $ - 0 | |
| SECTION 32 01 13 - BITUMINOUS SEAL AND FOG COATS | |||||
| 3048 | Asphalt Slurry Seal | SY | 36094 | $ - 0 | |
| SECTION 32 13 13 - CONCRETE PAVEMENT FOR AIRFIELDS | |||||
| 3049 | Portland Cement Concrete | ||||
| AA | 6" depth, ≤ 1,000 SY | SY | 1000 | $ - 0 | |
| AB | 6" depth, > 1,000 SY and ≤ 5,000 SY | SY | 1000 | $ - 0 | |
| AC | 6" depth, > 5,000 SY | SY | 17533 | $ - 0 | |
| AD | Addition Per Inch > 6" | SY | 120706 | $ - 0 | |
| 3050 | Concrete Pavement Saw Cut Joints | LF | 43344 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALING IN CONCRETE PAVEMENT | |||||
| 3051 | Joint Filler, Expansion Board | LF | 10580 | $ - 0 | |
| 3052 | Joint Sealant, Pre-Formed Elastometric | LF | 22778 | $ - 0 | |
| 3053 | Joint Sealant, Silicone | LF | 7200 | $ - 0 | |
| SECTION 32 17 23.13 - AIRFIELD AND TRAFFIC ROADWAY MARKING | |||||
| 3054 | Pavement Marking | ||||
| AA | Truck/Palletized Mounted Operation | SF | 162285 | $ - 0 | |
| AB | Walk Behind/Self-Propelled Operation | SF | 59260 | $ - 0 | |
| AC | Stencilled Handwork | SF | 11994 | $ - 0 | |
| SECTION 32 92 00 - GRASSING BY SEEDING AND SODDING | |||||
| 3055 | Seed and Mulch, Drilled | SY | 68933 | $ - 0 | |
| 3056 | Hydro-Seed with Flexible Growth Medium | SY | 36944 | $ - 0 | |
| 3057 | Solid Sod | SY | 10192 | $ - 0 | |
| SECTION 33 42 00 - STORM DRAINAGE UTILITIES | |||||
| 3058 | Manhole / Inlet Cleaning & Sealing | EA | 6 | $ - 0 | |
| 3059 | Pipe Desilting | ||||
| AA | ≤ 24" Diameter | LF | 470 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | LF | 100 | $ - 0 | |
| AC | > 48" Diameter | LF | 100 | $ - 0 | |
| AD | Box Culvert | LF | 50 | $ - 0 | |
| 3060 | Pipe Joint Clean and Repair | ||||
| AA | ≤ 24" Diameter | EA | 10 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | EA | 7 | $ - 0 | |
| AC | > 48" Diameter | EA | 6 | $ - 0 | |
| AD | Box Culvert | EA | 2 | $ - 0 | |
| 3061 | Reinforced Concrete Pipe, Round | ||||
| AA | 18" Diameter | LF | 40 | $ - 0 | |
| AB | 24" Diameter | LF | 50 | $ - 0 | |
| AC | 36" Diameter | LF | 60 | $ - 0 | |
| AD | 48" Diameter | LF | 60 | $ - 0 | |
| 3062 | Reinforced Concrete Pipe, Elliptical | ||||
| AA | 18" Elliptical | LF | 1885 | $ - 0 | |
| AB | 24" Elliptical | LF | 346 | $ - 0 | |
| AC | 36" Elliptical | LF | 600 | $ - 0 | |
| AD | 48" Elliptical | LF | 20 | $ - 0 | |
| 3063 | Reinforced Concrete Structures | ||||
| AA | Manhole, Cast Iron Ring and Cover | EA | 3 | $ - 0 | |
| AC | Type C, D, and E Inlet with Cast Grate | EA | 13 | $ - 0 | |
| AE | Type H Inlet with Cast Iron Grate | EA | 2 | $ - 0 | |
| 3064 | Mitered End Section, Round Pipe | ||||
| AA | Mitered End Section, 18" Round | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Round | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Round | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Round | EA | 1 | $ - 0 | |
| 3065 | Mitered End Section, Elliptical Pipe | ||||
| AA | Mitered End Section, 18" Elliptical | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Elliptical | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Elliptical | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Elliptical | EA | 1 | $ - 0 | |
| 3066 | Rip-Rap w/ Geotextile Fabric | TN | 462 | $ - 0 | |
| 3067 | Manhole / Inlet, Adjust | EA | 1 | $ - 0 | |
| 3068 | Valve Box / Hand Hole, Adjust | EA | 1 | $ - 0 | |
| 3069 | Replace Manhole Cover/Inlet Grate | EA | 1 | $ - 0 | |
| 3070 | Utility Duct | LF | 420 | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 3071 | Weekend / Night Work (% of project required) | JB | 0.5 | % | = |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 3072 | Bonding | JB | 1 | % | = |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 3073 | Mobilization / Demobilization (Task ≤ $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 2 | $ - 0 | |
| AB | Asphalt | JB | 6 | $ - 0 | |
| AC | Milling | JB | 1 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 16 | $ - 0 | |
| 3074 | Mobilization / Demobilization (Task > $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 14 | $ - 0 | |
| AB | Asphalt | JB | 5 | $ - 0 | |
| AC | Milling | JB | 2 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 1 | $ - 0 | |
| TOTAL | $ - 0 | ||||
| AC | Milling | JB | 0 | $ - 0 | |
| AD | Slurry Seal | JB | 0 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 0 | $ - 0 | |
| TOTAL | $ - 0 |
&"-,Regular"Airfield Civil Works IDIQ &"-,Regular"Tyndall Air Force Base Option Year 3
&"-,Regular"Attachment 2- Bid Schedule
Option Year 4
| ITEM | DESCRIPTION | UNITS | EST. QTY | UNIT PRICE | EST. TOTAL |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 4001 | Geotechnical, Exploratory Borings with Report and Recommendations | EA | 12 | $ - 0 | |
| 4002 | Geotechnical, Permeability Soil Test, Addition to Report and Recommendation | EA | 7 | $ - 0 | |
| 4003 | Environmental, Wetland Delineation, Ecological Assessment with Report, and Permitting Services | AC | 17 | $ - 0 | |
| 4004 | Surveying, Construction Layout | DAY | 28 | $ - 0 | |
| 4005 | Surveying, Topographic/Specific Purpose | HR | 239 | $ - 0 | |
| 4006 | Engineering, Professional Services | HR | 214 | $ - 0 | |
| 4007 | Video Inspection | ||||
| AA | ≤ 24" Diameter | LF | 3440 | $ - 0 | |
| AB | > 24"- ≤ 48" Diameter | LF | 6300 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 5240 | $ - 0 | |
| SECTION 01 55 01 - SECURITY REQUIREMENTS | |||||
| 4008 | Escorts | WK | 47 | $ - 0 | |
| SECTION 32 13 73 - SEALING AND RESEALING OF JOINTS AND CRACKS IN CONCRETE PAVEMENT | |||||
| 4009 | Vacuum Truck | DAY | 522 | $ - 0 | |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 4010 | Low Profile Lighted Barricade | WK | 14157 | $ - 0 | |
| SECTION 02 41 13.13 - PAVING REMOVAL | |||||
| 4011 | Saw Cut Asphalt, ≤ 4 Inches | LF | 955 | $ - 0 | |
| 4012 | Saw Cut Concrete Pavement | ||||
| AA | Dowel Rod Reinforced | LF-IN | 57511 | $ - 0 | |
| AB | Non-Reinforced | LF-IN | 57511 | $ - 0 | |
| 4013 | Asphalt Milling | ||||
| AA | ≤ 2 inch avg depth | SY | 3600 | $ - 0 | |
| AB | > 2 and < 4 avg depth | SY | 15733 | $ - 0 | |
| AC | ≥ 4 inch avg depth | SY | 3556 | $ - 0 | |
| 4014 | Demolition and Excavation of Asphalt | ||||
| AA | ≤ 3 Inches (Saw Cut Not Included) | SY | 8978 | $ - 0 | |
| AB | > 3 Inches, Addition Per Inch | SY | 386 | $ - 0 | |
| 4015 | Demolition and Excavation of Concrete (6 to 9 Inches) | ||||
| AA | Quantity < 500 SY | SY | 1000 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 400 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 2178 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 2125 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 2430 | $ - 0 | |
| 4016 | Demolition and Excavation of Concrete (9 to 14 Inches) | ||||
| AA | Quantity < 500 SY | SY | 900 | $ - 0 | |
| AB | Quantity > 500 to 1,000 SY | SY | 900 | $ - 0 | |
| AC | Quantity > 1,000 to 2,500 SY | SY | 1000 | $ - 0 | |
| AD | Quantity > 2,500 to 5,000 SY | SY | 1000 | $ - 0 | |
| AE | Quantity > 2,500 to 10,000 SY | SY | 1667 | $ - 0 | |
| AF | Quantity ≥ 10,000 SY | SY | 16869 | $ - 0 | |
| 4017 | Excavation, exist. base and/or subgrade material | CY | 17752 | $ - 0 | |
| 4018 | Demolition and Removal, Storm Structure | EA | 8 | $ - 0 | |
| 4019 | Demolition and Removal, Storm Pipe | ||||
| AA | ≤ 24" Diameter | LF | 280 | $ - 0 | |
| AB | > 24 " and ≤ 48" Diameter | LF | 310 | $ - 0 | |
| AC | > 48" Diameter/ Box Culvert | LF | 850 | $ - 0 | |
| SECTION 32 13 13.33 - CONCRETE WORK | |||||
| 4020 | Mooring Anchor w/ Static Grounding | EA | 30 | $ - 0 | |
| 4021 | Welded Wire Fabric | LB | 8652 | $ - 0 | |
| 4022 | Dowels, 1" x 20" | ||||
| AA | Installed, one end drilled and grouted into existing PCC, other end new placed PCC | EA | 15988 | $ - 0 | |
| AB | Installed, both ends in new placed PCC | EA | 15988 | $ - 0 | |
| SECTION 31 20 00 - EARTHWORK | |||||
| 4023 | Eathwork, In-Place Fill Soil | ||||
| AA | Off-Base source | CY | 47124 | $ - 0 | |
| AB | On-Base source | CY | 12055 | $ - 0 | |
| 4024 | Earthwork, Excavation Soil | CY | 16318 | $ - 0 | |
| 4025 | Transport, Demolition / Excavated Materials | ||||
| AA | Off-Base | CY | 35626 | $ - 0 | |
| AB | On-Base | CY | 13763 | $ - 0 | |
| 4026 | Top Soil Stripping | CY | 13299 | $ - 0 | |
| SECTION 01 01 00 - ENVIRONMENTAL REQUIREMENTS | |||||
| 4027 | Open Trench Dewatering | MONTH | 2 | $ - 0 | |
| 4028 | Wellpoint Dewatering | LFM | 3100 | $ - 0 | |
| 4029 | Sediment Barrier | LF | 1400 | $ - 0 | |
| 4030 | Floating Turbidity Barrier | LF | 90 | $ - 0 | |
| 4031 | Inlet Protection System | EA | 25 | $ - 0 | |
| 4032 | Soil Tracking Prevention Device | EA | 1 | $ - 0 | |
| SECTION 32 01 11.51 - RUBBER AND PAINT REMOVAL ON AIRFIELD SURFACES | |||||
| 4033 | Paint Removal | SF | 27308 | $ - 0 | |
| 4034 | Rubber Removal | SF | 514054 | $ - 0 | |
| SECTION 32 01 17.16 - SEALING OF CRACKS IN ASPHALT PAVEMENTS | |||||
| 4035 | Asphalt Pavement, Cleaning and Seal Random Cracks | ||||
| AA | Quantity ≤ 500 LF | LF | 120 | $ - 0 | |
| AB | Quantity > 500 LF to 1000 LF | LF | 150 | $ - 0 | |
| AC | Quantity > 1000 LF to 5000 LF | LF | 250 | $ - 0 | |
| AD | Quantity > 5000 LF | LF | 2000 | $ - 0 | |
| 4036 | Rout and Seal Crack Add Per 1/2" Depth | LF | 7000 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALANT IN CONCRETE PAVEMENT | |||||
| 4037 | Route, Clean and Reseal Joint, Concrete Pavement | LF | 2000 | $ - 0 | |
| 4038 | Route, Clean and Reseal Random Cracks, Concrete Pavement | LF | 2000 | $ - 0 | |
| 4039 | Spalled Joint Repair, Partial Depth | SF | 100 | $ - 0 | |
| 4040 | Corner Break / Spalled Joint Repair, Full Depth | SF | 337 | $ - 0 | |
| 4041 | Grooving PCC Pavement | SF | 149112 | $ - 0 | |
| 4042 | Crushing PCC Pavement | TON | 4010 | $ - 0 | |
| SECTION 32 11 00 - BASE AND SUBBASE COURSES FOR AIRFIELD PAVEMENT | |||||
| 4043 | Base Course Group 4, In-Place | ||||
| AA | Off-Base Source | SY | 29333 | $ - 0 | |
| AB | On-Base Source | SY | 14344 | $ - 0 | |
| 4044 | Type B Stabilization | SY | 4900 | $ - 0 | |
| 4045 | Base Course / Subgrade Preparation | SY | 44366 | $ - 0 | |
| SECTION 32 12 16 - ASPHALT PAVING | |||||
| 4046 | Asphalt Pavement, PG 76-22 | TN | 3868 | $ - 0 | |
| 4047 | Asphalt Pavement | TN | 491 | $ - 0 | |
| SECTION 32 01 13 - BITUMINOUS SEAL AND FOG COATS | |||||
| 4048 | Asphalt Slurry Seal | SY | 36094 | $ - 0 | |
| SECTION 32 13 13 - CONCRETE PAVEMENT FOR AIRFIELDS | |||||
| 4049 | Portland Cement Concrete | ||||
| AA | 6" depth, ≤ 1,000 SY | SY | 1000 | $ - 0 | |
| AB | 6" depth, > 1,000 SY and ≤ 5,000 SY | SY | 1000 | $ - 0 | |
| AC | 6" depth, > 5,000 SY | SY | 17533 | $ - 0 | |
| AD | Addition Per Inch > 6" | SY | 120706 | $ - 0 | |
| 4050 | Concrete Pavement Saw Cut Joints | LF | 43344 | $ - 0 | |
| SECTION 32 13 73.19 - JOINT SEALING IN CONCRETE PAVEMENT | |||||
| 4051 | Joint Filler, Expansion Board | LF | 10580 | $ - 0 | |
| 4052 | Joint Sealant, Pre-Formed Elastometric | LF | 22778 | $ - 0 | |
| 4053 | Joint Sealant, Silicone | LF | 7200 | $ - 0 | |
| SECTION 32 17 23.13 - AIRFIELD AND TRAFFIC ROADWAY MARKING | |||||
| 4054 | Pavement Marking | ||||
| AA | Truck/Palletized Mounted Operation | SF | 162285 | $ - 0 | |
| AB | Walk Behind/Self-Propelled Operation | SF | 59260 | $ - 0 | |
| AC | Stencilled Handwork | SF | 11994 | $ - 0 | |
| SECTION 32 92 00 - GRASSING BY SEEDING AND SODDING | |||||
| 4055 | Seed and Mulch, Drilled | SY | 68933 | $ - 0 | |
| 4056 | Hydro-Seed with Flexible Growth Medium | SY | 36944 | $ - 0 | |
| 4057 | Solid Sod | SY | 10192 | $ - 0 | |
| SECTION 33 42 00 - STORM DRAINAGE UTILITIES | |||||
| 4058 | Manhole / Inlet Cleaning & Sealing | EA | 6 | $ - 0 | |
| 4059 | Pipe Desilting | ||||
| AA | ≤ 24" Diameter | LF | 470 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | LF | 100 | $ - 0 | |
| AC | > 48" Diameter | LF | 100 | $ - 0 | |
| AD | Box Culvert | LF | 50 | $ - 0 | |
| 4060 | Pipe Joint Clean and Repair | ||||
| AA | ≤ 24" Diameter | EA | 10 | $ - 0 | |
| AB | > 24" and ≤ 48" Diameter | EA | 7 | $ - 0 | |
| AC | > 48" Diameter | EA | 6 | $ - 0 | |
| AD | Box Culvert | EA | 2 | $ - 0 | |
| 4061 | Reinforced Concrete Pipe, Round | ||||
| AA | 18" Diameter | LF | 40 | $ - 0 | |
| AB | 24" Diameter | LF | 50 | $ - 0 | |
| AC | 36" Diameter | LF | 60 | $ - 0 | |
| AD | 48" Diameter | LF | 60 | $ - 0 | |
| 4062 | Reinforced Concrete Pipe, Elliptical | ||||
| AA | 18" Elliptical | LF | 1885 | $ - 0 | |
| AB | 24" Elliptical | LF | 346 | $ - 0 | |
| AC | 36" Elliptical | LF | 600 | $ - 0 | |
| AD | 48" Elliptical | LF | 20 | $ - 0 | |
| 4063 | Reinforced Concrete Structures | ||||
| AA | Manhole, Cast Iron Ring and Cover | EA | 3 | $ - 0 | |
| AC | Type C, D, and E Inlet with Cast Grate | EA | 13 | $ - 0 | |
| AE | Type H Inlet with Cast Iron Grate | EA | 2 | $ - 0 | |
| 4064 | Mitered End Section, Round Pipe | ||||
| AA | Mitered End Section, 18" Round | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Round | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Round | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Round | EA | 1 | $ - 0 | |
| 4065 | Mitered End Section, Elliptical Pipe | ||||
| AA | Mitered End Section, 18" Elliptical | EA | 1 | $ - 0 | |
| AB | Mitered End Section, 24" Elliptical | EA | 1 | $ - 0 | |
| AC | Mitered End Section, 36" Elliptical | EA | 1 | $ - 0 | |
| AD | Mitered End Section, 48" Elliptical | EA | 1 | $ - 0 | |
| 4066 | Rip-Rap w/ Geotextile Fabric | TN | 462 | $ - 0 | |
| 4067 | Manhole / Inlet, Adjust | EA | 1 | $ - 0 | |
| 4068 | Valve Box / Hand Hole, Adjust | EA | 1 | $ - 0 | |
| 4069 | Replace Manhole Cover/Inlet Grate | EA | 1 | $ - 0 | |
| 4070 | Utility Duct | LF | 420 | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 4071 | Weekend / Night Work (% of project required) | JB | 0.5 | % | = |
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 4072 | Bonding | JB | 1 | % | = |
| SUBTOTAL | $ - 0 | ||||
| SECTION 01 00 00 - GENERAL REQUIREMENTS | |||||
| 4073 | Mobilization / Demobilization (Task ≤ $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 2 | $ - 0 | |
| AB | Asphalt | JB | 6 | $ - 0 | |
| AC | Milling | JB | 1 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 16 | $ - 0 | |
| 4074 | Mobilization / Demobilization (Task > $300K) | ||||
| AA | Concrete, Grading, and Drainage | JB | 14 | $ - 0 | |
| AB | Asphalt | JB | 5 | $ - 0 | |
| AC | Milling | JB | 2 | $ - 0 | |
| AD | Slurry Seal | JB | 1 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 1 | $ - 0 | |
| TOTAL | $ - 0 | ||||
| AC | Milling | JB | 0 | $ - 0 | |
| AD | Slurry Seal | JB | 0 | $ - 0 | |
| AE | Paint / Rubber Removal | JB | 0 | $ - 0 | |
| TOTAL | $ - 0 |
&"-,Regular"Airfield Civil Works IDIQ &"-,Regular"Tyndall Air Force Base Option Year 4
&"-,Regular"Attachment 2- Bid Schedule
File details come from the government source that posted it. Updated .