Amendment A00001FA4819-10-R-0009 Base Paving Tyndall AFB Sec J Attach 2.xls
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- Base Paving IDIQ, Tyndall AFB, FL
- Solicitation number
- FA4819-10-R-0009
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FA4819-10-R-0009 Sec J Attachment 2
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| FA4819-10-R-0009 A00001 | ||||||
| Attachment 2 | Base Pavements IDIQ | |||||
| TOTAL | ||||||
| DESCRIPTION | LINE ITEM 001 | UNIT | QTY (Estimated) | UNIT COST | TOTAL | |
| 1 | Mobilization (0-100k) | AA | LS | 24 | $0 | |
| 2 | Mobilization (101 - 1000k) | AB | LS | 12 | $0 | |
| 3 | Paint Removal- Water Blasting | AC | SF | 26937 | $0 | |
| 4 | Paint Removal- Sand Blasting | AD | SF | 10774 | $0 | |
| 5 | Painting, Reflective | AE | SF | 35431 | $0 | |
| 6 | Painting, Non-Reflective | AF | SF | 26061 | $0 | |
| 7 | Sawcut and Seal Existing Joints | AG | LF | 38416 | $0 | |
| 9 | Rout and Seal Random Cracks | AH | LF | 4800 | $0 | |
| 10 | Remove Asphalt to Base | AI | SY-IN | 5881 | $0 | |
| 11 | Sawcut Asphalt | AJ | LF-IN | 10878 | $0 | |
| 12 | RESILIENT ATHLETIC SURFACING | AK | SY | 10774 | $0 | |
| 13 | Remove Concrete Curbs & Gutters | AL | LF | 658 | $0 | |
| 14 | Remove Concrete Sidewalk & Slabs (to 6") | AM | SY | 1535 | $0 | |
| 15 | Remove Concrete to Base (Not Related to Other Line Items) | AN | CY | 341 | $0 | |
| 16 | Fill (Including Compaction) | AO | CY | 1734 | $0 | |
| 17 | Clearing and Grubbing | AP | SY | 2154 | $0 | |
| 18 | Subgrade Preparation (Including Grading and Compaction) | AQ | SY | 40640 | $0 | |
| 19 | Excavation (Base/Subgrade) | AR | CY | 5593 | $0 | |
| 20 | Remove Tree (15" Dia) | AS | EA | 9 | $0 | |
| 21 | Remove Inlet W/Box | AT | EA | 6 | $0 | |
| 22 | Disposal of Demolition Materials | AU | CY | 4063 | $0 | |
| 23 | Base Course, Limerock | AV | CY | 2469 | $0 | |
| 24 | Cold Mill Asphalt | AW | SY-IN | 60625 | $0 | |
| 25 | Construct Concrete Sidewalk | AX | SF-IN | 34107 | $0 | |
| 26 | Construct Concrete Curb And Gutter | AY | LF | 3385 | $0 | |
| 27 | Construct Concrete Pavement | AZ | CY | 363 | $0 | |
| 28 | Adjust Manhole/Valve Box To Grade | BA | EA | 23 | $0 | |
| 29 | Handhole | BB | EA | 6 | $0 | |
| 30 | 15" Reinforced Concrete Pipe | BC | LF | 140 | $0 | |
| 31 | 18" Reinforced Concrete Pipe | BD | LF | 123 | $0 | |
| 32 | 24" Reinforced Concrete Pipe | BE | LF | 60 | $0 | |
| 33 | FDOT Type 1/2/3/4 Inlet W/P Box | BF | EA | 12 | $0 | |
| 34 | Typc "C" and "E" Inlet W/Box | BG | EA | 12 | $0 | |
| 35 | FDOT Type SIII In Place Compacted, Including Prime Coat | BH | Ton | 25 | $0 | |
| 36 | Provide PG76-22 Asphalt Mix, Compacted | BI | Ton | 25614 | $0 | |
| 37 | Hydromulch | BJ | SY | 4289 | $0 | |
| 38 | Sod | BK | SY | 4063 | $0 | |
| 39 | Crack Relief Layer w/ 80# Overbuild SAHM | BL | SY | 215668 | $0 | |
| 41 | Construct Utility Duct | BM | LF | 1175 | $0 | |
| 42 | Signs | BN | EA | 6 | $0 | |
| 44 | Jack and Bore | BO | LF-IN | 1435 | $0 | |
| 45 | Leveling Course | BP | TN | 376 | $0 | |
| 46 | Place Crushed PCC Material for Base Course | BQ | CY | 4543 | $0 | |
| 47 | PE Pipe Dia Between 4" - 24" | BR | Lb | 163 | $0 | |
| 48 | PE Pipe Dia Between 30” – 60” | BS | Lb | 54 | $0 | |
| 49 | Elbows & Couplings for PE Pipe from 4” – 24”DIA | BT | EA | 17 | $0 | |
| 50 | Elbows & Couplings for PE Pipe from 30"-60” DIA | BU | EA | 6 | $0 | |
| 51 | Provide 2" PG76-22 Asphalt Mix | BV | SY | 7897 | $0 | |
| 52 | Crack Sealing | BW | LF | 2694 | $0 | |
| 53 | Light Pole Foundations | BX | CY | 6 | $0 | |
| 54 | Light Fixture, Roadway Luminaire | BY | EA | 6 | $0 | |
| 55 | Two 4" Conduit (concrete encased) Detail A3 | BZ | LF | 3327 | $0 | |
| 56 | One 4" Conduit - Detail A5 | CA | LF | 1109 | $0 | |
| 57 | Primary - Secondary Duct Bank Detail A4 | CB | LF | 445 | $0 | |
| 58 | Two 4" Conduit - Similar to Detail A5 | CC | LF | 1109 | $0 | |
| 59 | Landscaping w/Pea Gravel (4" Thick) | CD | SY | 140 | $0 | |
| 60 | Paint Striping, Thermoplastic | CE | SF | 840 | $0 | |
| 61 | Conductor, circuit = #10 THWN Cu | CF | LF | 1109 | $0 | |
| 62 | Conductor, Bond = #2 THWN Cu | CG | LF | 3327 | $0 | |
| 63 | Light Fixture, KAR 2505 SP12-TB | CH | EA | 6 | $0 | |
| 64 | Pole, A326825DMxx, 25' High | CI | EA | 6 | $0 | |
| 65 | Photocell | CJ | EA | 6 | $0 | |
| 66 | Contactor | CK | EA | 6 | $0 | |
| 67 | Control Station - Hand/Off/Auto | CL | EA | 6 | $0 | |
| 68 | Asphalt Surface Coat, 2" Type S-1 (include Prime Coat) | CM | SY | 32323 | $0 | |
| 69 | GBS-88 Seal Coat | CN | SY | 52000 | $0 | |
| 70 | Replace Sprinkler Lines and Fittings | CO | LF | 300 | $0 | |
| 71 | Replace Sprinkler Heads | CP | EA | 18 | $0 | |
| 72 | Concrete for U-Type Endwalls | CQ | CY | 9 | $0 | |
| 73 | Sand-Cement for U-Type Endwalls | CR | CY | 0 | $0 | |
| 74 | Reflective Traffic Markers | CS | EA | 1192 | $0 | |
| 75 | Pole, Round Tapered Aluminum, 25' High | CT | EA | 6 | $0 | |
| 76 | FDEP Storm Water Permit Application and Design | CU | EA | 30 | $0 | |
| 77 | NPDS Construction Application | CV | EA | 30 | $0 | |
| 78 | Biological Survey | CW | 1 | 0 | $0 | |
| 79 | Survey Land for FDEP Permit | CX | Acre | 429 | $0 | |
| 80 | Provide Geotextile Fabric for Crack Reflief | CY | SY | 31591 | $0 | |
| Total | $0 |
Basic Year
| Base Pavements IDIQ | ||||||
| Option Year (Basic Year) | ||||||
| DESCRIPTION | LINE ITEM 001 | UNIT | QTY (Estimated) | UNIT COST | TOTAL | |
| 1 | Mobilization (0-100k) | AA | LS | 6 | $0 | |
| 2 | Mobilization (101 - 1000k) | AB | LS | 3 | $0 | |
| 3 | Paint Removal- Water Blasting | AC | SF | 26937 | $0 | |
| 4 | Paint Removal- Sand Blasting | AD | SF | 10774 | $0 | |
| 5 | Painting, Reflective | AE | SF | 3231 | $0 | |
| 6 | Painting, Non-Reflective | AF | SF | 6466 | $0 | |
| 7 | Sawcut and Seal Existing Joints | AG | LF | 15083 | $0 | |
| 9 | Rout and Seal Random Cracks | AH | LF | 3231 | $0 | |
| 10 | Remove Asphalt to Base | AI | SY-IN | 5389 | $0 | |
| 11 | Sawcut Asphalt | AJ | LF-IN | 4309 | $0 | |
| 12 | RESILIENT ATHLETIC SURFACING | AK | SY | 10774 | $0 | |
| 13 | Remove Concrete Curbs & Gutters | AL | LF | 80 | $0 | |
| 14 | Remove Concrete Sidewalk & Slabs (to 6") | AM | SY | 269 | $0 | |
| 15 | Remove Concrete to Base (Not Related to Other Line Items) | AN | CY | 109 | $0 | |
| 16 | Fill (Including Compaction) | AO | CY | 1617 | $0 | |
| 17 | Clearing and Grubbing | AP | SY | 2154 | $0 | |
| 18 | Subgrade Preparation (Including Grading and Compaction) | AQ | SY | 10774 | $0 | |
| 19 | Excavation (Base/Subgrade) | AR | CY | 1617 | $0 | |
| 20 | Remove Tree (15" Dia) | AS | EA | 9 | $0 | |
| 21 | Remove Inlet W/Box | AT | EA | 3 | $0 | |
| 22 | Disposal of Demolition Materials | AU | CY | 1077 | $0 | |
| 23 | Base Course, Limerock | AV | CY | 1077 | $0 | |
| 24 | Cold Mill Asphalt | AW | SY-IN | 3129 | $0 | |
| 25 | Construct Concrete Sidewalk | AX | SF-IN | 10774 | $0 | |
| 26 | Construct Concrete Curb And Gutter | AY | LF | 1394 | $0 | |
| 27 | Construct Concrete Pavement | AZ | CY | 80 | $0 | |
| 28 | Adjust Manhole/Valve Box To Grade | BA | EA | 17 | $0 | |
| 29 | Handhole | BB | EA | 3 | $0 | |
| 30 | 15" Reinforced Concrete Pipe | BC | LF | 109 | $0 | |
| 31 | 18" Reinforced Concrete Pipe | BD | LF | 109 | $0 | |
| 32 | 24" Reinforced Concrete Pipe | BE | LF | 54 | $0 | |
| 33 | FDOT Type 1/2/3/4 Inlet W/P Box | BF | EA | 3 | $0 | |
| 34 | Typc "C" and "E" Inlet W/Box | BG | EA | 3 | $0 | |
| 35 | FDOT Type SIII In Place Compacted, Including Prime Coat | BH | Ton | 25 | $0 | |
| 36 | Provide PG76-22 Asphalt Mix, Compacted | BI | Ton | 2097 | $0 | |
| 37 | Hydromulch | BJ | SY | 1040 | $0 | |
| 38 | Sod | BK | SY | 1077 | $0 | |
| 39 | Crack Relief Layer w/ 80# Overbuild SAHM | BL | SY | 80 | $0 | |
| 41 | Construct Utility Duct | BM | LF | 269 | $0 | |
| 42 | Signs | BN | EA | 6 | $0 | |
| 44 | Jack and Bore | BO | LF-IN | 269 | $0 | |
| 45 | Leveling Course | BP | TN | 26 | $0 | |
| 46 | Place Crushed PCC Material for Base Course | BQ | CY | 1294 | $0 | |
| 47 | PE Pipe Dia Between 4" - 24" | BR | Lb | 163 | $0 | |
| 48 | PE Pipe Dia Between 30” – 60” | BS | Lb | 54 | $0 | |
| 49 | Elbows & Couplings for PE Pipe from 4” – 24”DIA | BT | EA | 17 | $0 | |
| 50 | Elbows & Couplings for PE Pipe from 30"-60” DIA | BU | EA | 6 | $0 | |
| 51 | Provide 2" PG76-22 Asphalt Mix | BV | SY | 522 | $0 | |
| 52 | Crack Sealing | BW | LF | 2694 | $0 | |
| 53 | Light Pole Foundations | BX | CY | 0 | $0 | |
| 54 | Light Fixture, Roadway Luminaire | BY | EA | 0 | $0 | |
| 55 | Two 4" Conduit (concrete encased) Detail A3 | BZ | LF | 809 | $0 | |
| 56 | One 4" Conduit - Detail A5 | CA | LF | 269 | $0 | |
| 57 | Primary - Secondary Duct Bank Detail A4 | CB | LF | 109 | $0 | |
| 58 | Two 4" Conduit - Similar to Detail A5 | CC | LF | 269 | $0 | |
| 59 | Landscaping w/Pea Gravel (4" Thick) | CD | SY | 109 | $0 | |
| 60 | Paint Striping, Thermoplastic | CE | SF | 809 | $0 | |
| 61 | Conductor, circuit = #10 THWN Cu | CF | LF | 269 | $0 | |
| 62 | Conductor, Bond = #2 THWN Cu | CG | LF | 809 | $0 | |
| 63 | Light Fixture, KAR 2505 SP12-TB | CH | EA | 0 | $0 | |
| 64 | Pole, A326825DMxx, 25' High | CI | EA | 0 | $0 | |
| 65 | Photocell | CJ | EA | 0 | $0 | |
| 66 | Contactor | CK | EA | 0 | $0 | |
| 67 | Control Station - Hand/Off/Auto | CL | EA | 0 | $0 | |
| 68 | Asphalt Surface Coat, 2" Type S-1 (include Prime Coat) | CM | SY | 32323 | $0 | |
| 69 | GBS-88 Seal Coat | CN | SY | 52000 | $0 | |
| 70 | Replace Sprinkler Lines and Fittings | CO | LF | 269 | $0 | |
| 71 | Replace Sprinkler Heads | CP | EA | 9 | $0 | |
| 72 | Concrete for U-Type Endwalls | CQ | CY | 3 | $0 | |
| 73 | Sand-Cement for U-Type Endwalls | CR | CY | 0 | $0 | |
| 74 | Reflective Traffic Markers | CS | EA | 26 | $0 | |
| 75 | Pole, Round Tapered Aluminum, 25' High | CT | EA | 0 | $0 | |
| 76 | FDEP Storm Water Permit Application and Design | CU | EA | 6 | $0 | |
| 77 | NPDS Construction Application | CV | EA | 6 | $0 | |
| 78 | Biological Survey | CW | 1 | 0 | $0 | |
| 79 | Survey Land for FDEP Permit | CX | Acre | 80 | $0 | |
| 80 | Provide Geotextile Fabric for Crack Reflief | CY | SY | 5926 | $0 | |
| Total Option Year 1 | $0 |
Option Year 1
| Base Pavements IDIQ | ||||||
| Option Year 1 | ||||||
| DESCRIPTION | LINE ITEM 001 | UNIT | QTY (Estimated) | UNIT COST | TOTAL | |
| 1 | Mobilization (0-100k) | AA | LS | 6 | $0 | |
| 2 | Mobilization (101 - 1000k) | AB | LS | 3 | $0 | |
| 3 | Paint Removal- Water Blasting | AC | SF | $0 | ||
| 4 | Paint Removal- Sand Blasting | AD | SF | $0 | ||
| 5 | Painting, Reflective | AE | SF | 13722 | $0 | |
| 6 | Painting, Non-Reflective | AF | SF | 7841 | $0 | |
| 7 | Sawcut and Seal Existing Joints | AG | LF | 6535 | $0 | |
| 9 | Rout and Seal Random Cracks | AH | LF | 1569 | $0 | |
| 10 | Remove Asphalt to Base | AI | SY-IN | 326 | $0 | |
| 11 | Sawcut Asphalt | AJ | LF-IN | 5227 | $0 | |
| 12 | RESILIENT ATHLETIC SURFACING | AK | SY | $0 | ||
| 13 | Remove Concrete Curbs & Gutters | AL | LF | 326 | $0 | |
| 14 | Remove Concrete Sidewalk & Slabs (to 6") | AM | SY | 426 | $0 | |
| 15 | Remove Concrete to Base (Not Related to Other Line Items) | AN | CY | 66 | $0 | |
| 16 | Fill (Including Compaction) | AO | CY | 31 | $0 | |
| 17 | Clearing and Grubbing | AP | SY | $0 | ||
| 18 | Subgrade Preparation (Including Grading and Compaction) | AQ | SY | 13068 | $0 | |
| 19 | Excavation (Base/Subgrade) | AR | CY | 1960 | $0 | |
| 20 | Remove Tree (15" Dia) | AS | EA | $0 | ||
| 21 | Remove Inlet W/Box | AT | EA | 3 | $0 | |
| 22 | Disposal of Demolition Materials | AU | CY | 1306 | $0 | |
| 23 | Base Course, Limerock | AV | CY | 1306 | $0 | |
| 24 | Cold Mill Asphalt | AW | SY-IN | 45742 | $0 | |
| 25 | Construct Concrete Sidewalk | AX | SF-IN | 6535 | $0 | |
| 26 | Construct Concrete Curb And Gutter | AY | LF | 1569 | $0 | |
| 27 | Construct Concrete Pavement | AZ | CY | 31 | $0 | |
| 28 | Adjust Manhole/Valve Box To Grade | BA | EA | 6 | $0 | |
| 29 | Handhole | BB | EA | 3 | $0 | |
| 30 | 15" Reinforced Concrete Pipe | BC | LF | 31 | $0 | |
| 31 | 18" Reinforced Concrete Pipe | BD | LF | 14 | $0 | |
| 32 | 24" Reinforced Concrete Pipe | BE | LF | 6 | $0 | |
| 33 | FDOT Type 1/2/3/4 Inlet W/P Box | BF | EA | 3 | $0 | |
| 34 | Typc "C" and "E" Inlet W/Box | BG | EA | 3 | $0 | |
| 35 | FDOT Type SIII In Place Compacted, Including Prime Coat | BH | Ton | $0 | ||
| 36 | Provide PG76-22 Asphalt Mix, Compacted | BI | Ton | 7187 | $0 | |
| 37 | Hydromulch | BJ | SY | 1569 | $0 | |
| 38 | Sod | BK | SY | 1306 | $0 | |
| 39 | Crack Relief Layer w/ 80# Overbuild SAHM | BL | SY | 98020 | $0 | |
| 41 | Construct Utility Duct | BM | LF | 66 | $0 | |
| 42 | Signs | BN | EA | $0 | ||
| 44 | Jack and Bore | BO | LF-IN | 326 | $0 | |
| 45 | Leveling Course | BP | TN | 98 | $0 | |
| 46 | Place Crushed PCC Material for Base Course | BQ | CY | 1569 | $0 | |
| 47 | PE Pipe Dia Between 4" - 24" | BR | Lb | $0 | ||
| 48 | PE Pipe Dia Between 30” – 60” | BS | Lb | $0 | ||
| 49 | Elbows & Couplings for PE Pipe from 4” – 24”DIA | BT | EA | $0 | ||
| 50 | Elbows & Couplings for PE Pipe from 30"-60” DIA | BU | EA | $0 | ||
| 51 | Provide 2" PG76-22 Asphalt Mix | BV | SY | 6535 | $0 | |
| 52 | Crack Sealing | BW | LF | $0 | ||
| 53 | Light Pole Foundations | BX | CY | $0 | ||
| 54 | Light Fixture, Roadway Luminaire | BY | EA | $0 | ||
| 55 | Two 4" Conduit (concrete encased) Detail A3 | BZ | LF | $0 | ||
| 56 | One 4" Conduit - Detail A5 | CA | LF | $0 | ||
| 57 | Primary - Secondary Duct Bank Detail A4 | CB | LF | $0 | ||
| 58 | Two 4" Conduit - Similar to Detail A5 | CC | LF | $0 | ||
| 59 | Landscaping w/Pea Gravel (4" Thick) | CD | SY | 31 | $0 | |
| 60 | Paint Striping, Thermoplastic | CE | SF | 31 | $0 | |
| 61 | Conductor, circuit = #10 THWN Cu | CF | LF | $0 | ||
| 62 | Conductor, Bond = #2 THWN Cu | CG | LF | $0 | ||
| 63 | Light Fixture, KAR 2505 SP12-TB | CH | EA | $0 | ||
| 64 | Pole, A326825DMxx, 25' High | CI | EA | $0 | ||
| 65 | Photocell | CJ | EA | $0 | ||
| 66 | Contactor | CK | EA | $0 | ||
| 67 | Control Station - Hand/Off/Auto | CL | EA | $0 | ||
| 68 | Asphalt Surface Coat, 2" Type S-1 (include Prime Coat) | CM | SY | $0 | ||
| 69 | GBS-88 Seal Coat | CN | SY | $0 | ||
| 70 | Replace Sprinkler Lines and Fittings | CO | LF | 31 | $0 | |
| 71 | Replace Sprinkler Heads | CP | EA | 9 | $0 | |
| 72 | Concrete for U-Type Endwalls | CQ | CY | $0 | ||
| 73 | Sand-Cement for U-Type Endwalls | CR | CY | $0 | ||
| 74 | Reflective Traffic Markers | CS | EA | 326 | $0 | |
| 75 | Pole, Round Tapered Aluminum, 25' High | CT | EA | $0 | ||
| 76 | FDEP Storm Water Permit Application and Design | CU | EA | 6 | $0 | |
| 77 | NPDS Construction Application | CV | EA | 6 | $0 | |
| 78 | Biological Survey | CW | 1 | $0 | ||
| 79 | Survey Land for FDEP Permit | CX | Acre | 97 | $0 | |
| 80 | Provide Geotextile Fabric for Crack Reflief | CY | SY | 7187 | $0 | |
| Total Option Year 1 | $0 |
Option Year 2
| Base Pavements IDIQ | ||||||
| Option Year 2 | ||||||
| DESCRIPTION | LINE ITEM 001 | UNIT | QTY (Estimated) | UNIT COST | TOTAL | |
| 1 | Mobilization (0-100k) | AA | LS | 6 | $0 | |
| 2 | Mobilization (101 - 1000k) | AB | LS | 3 | $0 | |
| 3 | Paint Removal- Water Blasting | AC | SF | $0 | ||
| 4 | Paint Removal- Sand Blasting | AD | SF | $0 | ||
| 5 | Painting, Reflective | AE | SF | 9239 | $0 | |
| 6 | Painting, Non-Reflective | AF | SF | 5877 | $0 | |
| 7 | Sawcut and Seal Existing Joints | AG | LF | 8399 | $0 | |
| 9 | Rout and Seal Random Cracks | AH | LF | $0 | ||
| 10 | Remove Asphalt to Base | AI | SY-IN | 83 | $0 | |
| 11 | Sawcut Asphalt | AJ | LF-IN | 671 | $0 | |
| 12 | RESILIENT ATHLETIC SURFACING | AK | SY | $0 | ||
| 13 | Remove Concrete Curbs & Gutters | AL | LF | 126 | $0 | |
| 14 | Remove Concrete Sidewalk & Slabs (to 6") | AM | SY | 420 | $0 | |
| 15 | Remove Concrete to Base (Not Related to Other Line Items) | AN | CY | 83 | $0 | |
| 16 | Fill (Including Compaction) | AO | CY | 43 | $0 | |
| 17 | Clearing and Grubbing | AP | SY | $0 | ||
| 18 | Subgrade Preparation (Including Grading and Compaction) | AQ | SY | 8399 | $0 | |
| 19 | Excavation (Base/Subgrade) | AR | CY | 1008 | $0 | |
| 20 | Remove Tree (15" Dia) | AS | EA | $0 | ||
| 21 | Remove Inlet W/Box | AT | EA | $0 | ||
| 22 | Disposal of Demolition Materials | AU | CY | 840 | $0 | |
| 23 | Base Course, Limerock | AV | CY | 43 | $0 | |
| 24 | Cold Mill Asphalt | AW | SY-IN | 5877 | $0 | |
| 25 | Construct Concrete Sidewalk | AX | SF-IN | 8399 | $0 | |
| 26 | Construct Concrete Curb And Gutter | AY | LF | 211 | $0 | |
| 27 | Construct Concrete Pavement | AZ | CY | 126 | $0 | |
| 28 | Adjust Manhole/Valve Box To Grade | BA | EA | $0 | ||
| 29 | Handhole | BB | EA | $0 | ||
| 30 | 15" Reinforced Concrete Pipe | BC | LF | $0 | ||
| 31 | 18" Reinforced Concrete Pipe | BD | LF | $0 | ||
| 32 | 24" Reinforced Concrete Pipe | BE | LF | $0 | ||
| 33 | FDOT Type 1/2/3/4 Inlet W/P Box | BF | EA | 3 | $0 | |
| 34 | Typc "C" and "E" Inlet W/Box | BG | EA | 3 | $0 | |
| 35 | FDOT Type SIII In Place Compacted, Including Prime Coat | BH | Ton | $0 | ||
| 36 | Provide PG76-22 Asphalt Mix, Compacted | BI | Ton | 8165 | $0 | |
| 37 | Hydromulch | BJ | SY | 840 | $0 | |
| 38 | Sod | BK | SY | 840 | $0 | |
| 39 | Crack Relief Layer w/ 80# Overbuild SAHM | BL | SY | 58784 | $0 | |
| 41 | Construct Utility Duct | BM | LF | 420 | $0 | |
| 42 | Signs | BN | EA | $0 | ||
| 44 | Jack and Bore | BO | LF-IN | 420 | $0 | |
| 45 | Leveling Course | BP | TN | 126 | $0 | |
| 46 | Place Crushed PCC Material for Base Course | BQ | CY | 840 | $0 | |
| 47 | PE Pipe Dia Between 4" - 24" | BR | Lb | $0 | ||
| 48 | PE Pipe Dia Between 30” – 60” | BS | Lb | $0 | ||
| 49 | Elbows & Couplings for PE Pipe from 4” – 24”DIA | BT | EA | $0 | ||
| 50 | Elbows & Couplings for PE Pipe from 30"-60” DIA | BU | EA | $0 | ||
| 51 | Provide 2" PG76-22 Asphalt Mix | BV | SY | 420 | $0 | |
| 52 | Crack Sealing | BW | LF | $0 | ||
| 53 | Light Pole Foundations | BX | CY | 3 | $0 | |
| 54 | Light Fixture, Roadway Luminaire | BY | EA | 3 | $0 | |
| 55 | Two 4" Conduit (concrete encased) Detail A3 | BZ | LF | 1259 | $0 | |
| 56 | One 4" Conduit - Detail A5 | CA | LF | 420 | $0 | |
| 57 | Primary - Secondary Duct Bank Detail A4 | CB | LF | 168 | $0 | |
| 58 | Two 4" Conduit - Similar to Detail A5 | CC | LF | 420 | $0 | |
| 59 | Landscaping w/Pea Gravel (4" Thick) | CD | SY | $0 | ||
| 60 | Paint Striping, Thermoplastic | CE | SF | $0 | ||
| 61 | Conductor, circuit = #10 THWN Cu | CF | LF | 420 | $0 | |
| 62 | Conductor, Bond = #2 THWN Cu | CG | LF | 1259 | $0 | |
| 63 | Light Fixture, KAR 2505 SP12-TB | CH | EA | 3 | $0 | |
| 64 | Pole, A326825DMxx, 25' High | CI | EA | 3 | $0 | |
| 65 | Photocell | CJ | EA | 3 | $0 | |
| 66 | Contactor | CK | EA | 3 | $0 | |
| 67 | Control Station - Hand/Off/Auto | CL | EA | 3 | $0 | |
| 68 | Asphalt Surface Coat, 2" Type S-1 (include Prime Coat) | CM | SY | $0 | ||
| 69 | GBS-88 Seal Coat | CN | SY | $0 | ||
| 70 | Replace Sprinkler Lines and Fittings | CO | LF | $0 | ||
| 71 | Replace Sprinkler Heads | CP | EA | $0 | ||
| 72 | Concrete for U-Type Endwalls | CQ | CY | 3 | $0 | |
| 73 | Sand-Cement for U-Type Endwalls | CR | CY | $0 | ||
| 74 | Reflective Traffic Markers | CS | EA | 420 | $0 | |
| 75 | Pole, Round Tapered Aluminum, 25' High | CT | EA | 3 | $0 | |
| 76 | FDEP Storm Water Permit Application and Design | CU | EA | 9 | $0 | |
| 77 | NPDS Construction Application | CV | EA | 9 | $0 | |
| 78 | Biological Survey | CW | 1 | $0 | ||
| 79 | Survey Land for FDEP Permit | CX | Acre | 126 | $0 | |
| 80 | Provide Geotextile Fabric for Crack Reflief | CY | SY | 9239 | $0 | |
| Total Option Year 1 | $0 |
Option Year 3
| Base Pavements IDIQ | ||||||
| Option Year 3 | ||||||
| DESCRIPTION | LINE ITEM 001 | UNIT | QTY (Estimated) | UNIT COST | TOTAL | |
| 1 | Mobilization (0-100k) | AA | LS | 6 | $0 | |
| 2 | Mobilization (101 - 1000k) | AB | LS | 3 | $0 | |
| 3 | Paint Removal- Water Blasting | AC | SF | $0 | ||
| 4 | Paint Removal- Sand Blasting | AD | SF | $0 | ||
| 5 | Painting, Reflective | AE | SF | 9239 | $0 | |
| 6 | Painting, Non-Reflective | AF | SF | 5877 | $0 | |
| 7 | Sawcut and Seal Existing Joints | AG | LF | 8399 | $0 | |
| 9 | Rout and Seal Random Cracks | AH | LF | $0 | ||
| 10 | Remove Asphalt to Base | AI | SY-IN | 83 | $0 | |
| 11 | Sawcut Asphalt | AJ | LF-IN | 671 | $0 | |
| 12 | RESILIENT ATHLETIC SURFACING | AK | SY | $0 | ||
| 13 | Remove Concrete Curbs & Gutters | AL | LF | 126 | $0 | |
| 14 | Remove Concrete Sidewalk & Slabs (to 6") | AM | SY | 420 | $0 | |
| 15 | Remove Concrete to Base (Not Related to Other Line Items) | AN | CY | 83 | $0 | |
| 16 | Fill (Including Compaction) | AO | CY | 43 | $0 | |
| 17 | Clearing and Grubbing | AP | SY | $0 | ||
| 18 | Subgrade Preparation (Including Grading and Compaction) | AQ | SY | 8399 | $0 | |
| 19 | Excavation (Base/Subgrade) | AR | CY | 1008 | $0 | |
| 20 | Remove Tree (15" Dia) | AS | EA | $0 | ||
| 21 | Remove Inlet W/Box | AT | EA | $0 | ||
| 22 | Disposal of Demolition Materials | AU | CY | 840 | $0 | |
| 23 | Base Course, Limerock | AV | CY | 43 | $0 | |
| 24 | Cold Mill Asphalt | AW | SY-IN | 5877 | $0 | |
| 25 | Construct Concrete Sidewalk | AX | SF-IN | 8399 | $0 | |
| 26 | Construct Concrete Curb And Gutter | AY | LF | 211 | $0 | |
| 27 | Construct Concrete Pavement | AZ | CY | 126 | $0 | |
| 28 | Adjust Manhole/Valve Box To Grade | BA | EA | $0 | ||
| 29 | Handhole | BB | EA | $0 | ||
| 30 | 15" Reinforced Concrete Pipe | BC | LF | $0 | ||
| 31 | 18" Reinforced Concrete Pipe | BD | LF | $0 | ||
| 32 | 24" Reinforced Concrete Pipe | BE | LF | $0 | ||
| 33 | FDOT Type 1/2/3/4 Inlet W/P Box | BF | EA | 3 | $0 | |
| 34 | Typc "C" and "E" Inlet W/Box | BG | EA | 3 | $0 | |
| 35 | FDOT Type SIII In Place Compacted, Including Prime Coat | BH | Ton | $0 | ||
| 36 | Provide PG76-22 Asphalt Mix, Compacted | BI | Ton | 8165 | $0 | |
| 37 | Hydromulch | BJ | SY | 840 | $0 | |
| 38 | Sod | BK | SY | 840 | $0 | |
| 39 | Crack Relief Layer w/ 80# Overbuild SAHM | BL | SY | 58784 | $0 | |
| 41 | Construct Utility Duct | BM | LF | 420 | $0 | |
| 42 | Signs | BN | EA | $0 | ||
| 44 | Jack and Bore | BO | LF-IN | 420 | $0 | |
| 45 | Leveling Course | BP | TN | 126 | $0 | |
| 46 | Place Crushed PCC Material for Base Course | BQ | CY | 840 | $0 | |
| 47 | PE Pipe Dia Between 4" - 24" | BR | Lb | $0 | ||
| 48 | PE Pipe Dia Between 30” – 60” | BS | Lb | $0 | ||
| 49 | Elbows & Couplings for PE Pipe from 4” – 24”DIA | BT | EA | $0 | ||
| 50 | Elbows & Couplings for PE Pipe from 30"-60” DIA | BU | EA | $0 | ||
| 51 | Provide 2" PG76-22 Asphalt Mix | BV | SY | 420 | $0 | |
| 52 | Crack Sealing | BW | LF | $0 | ||
| 53 | Light Pole Foundations | BX | CY | 3 | $0 | |
| 54 | Light Fixture, Roadway Luminaire | BY | EA | 3 | $0 | |
| 55 | Two 4" Conduit (concrete encased) Detail A3 | BZ | LF | 1259 | $0 | |
| 56 | One 4" Conduit - Detail A5 | CA | LF | 420 | $0 | |
| 57 | Primary - Secondary Duct Bank Detail A4 | CB | LF | 168 | $0 | |
| 58 | Two 4" Conduit - Similar to Detail A5 | CC | LF | 420 | $0 | |
| 59 | Landscaping w/Pea Gravel (4" Thick) | CD | SY | $0 | ||
| 60 | Paint Striping, Thermoplastic | CE | SF | $0 | ||
| 61 | Conductor, circuit = #10 THWN Cu | CF | LF | 420 | $0 | |
| 62 | Conductor, Bond = #2 THWN Cu | CG | LF | 1259 | $0 | |
| 63 | Light Fixture, KAR 2505 SP12-TB | CH | EA | 3 | $0 | |
| 64 | Pole, A326825DMxx, 25' High | CI | EA | 3 | $0 | |
| 65 | Photocell | CJ | EA | 3 | $0 | |
| 66 | Contactor | CK | EA | 3 | $0 | |
| 67 | Control Station - Hand/Off/Auto | CL | EA | 3 | $0 | |
| 68 | Asphalt Surface Coat, 2" Type S-1 (include Prime Coat) | CM | SY | $0 | ||
| 69 | GBS-88 Seal Coat | CN | SY | $0 | ||
| 70 | Replace Sprinkler Lines and Fittings | CO | LF | $0 | ||
| 71 | Replace Sprinkler Heads | CP | EA | $0 | ||
| 72 | Concrete for U-Type Endwalls | CQ | CY | 3 | $0 | |
| 73 | Sand-Cement for U-Type Endwalls | CR | CY | $0 | ||
| 74 | Reflective Traffic Markers | CS | EA | 420 | $0 | |
| 75 | Pole, Round Tapered Aluminum, 25' High | CT | EA | 3 | $0 | |
| 76 | FDEP Storm Water Permit Application and Design | CU | EA | 9 | $0 | |
| 77 | NPDS Construction Application | CV | EA | 9 | $0 | |
| 78 | Biological Survey | CW | 1 | $0 | ||
| 79 | Survey Land for FDEP Permit | CX | Acre | 126 | $0 | |
| 80 | Provide Geotextile Fabric for Crack Reflief | CY | SY | 9239 | $0 | |
| Total Option Year 1 | $0 |
File details come from the government source that posted it. Updated .