2_Kodiak_Paving_IDIQ_Price Schedule.xlsx
XLSX spreadsheet 33 KB Posted
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- USCG Base Kodiak Paving IDIQ
- Solicitation number
- 70Z08723RKODI8270978
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IDIQ Price Schedule
INSTRUCTIONS:
1. Enter the unit rate for each work item in Base Year column (D)
2. Enter yearly escalation rate in columns E, G, I and K. Enter as a number 5%=5. Cells formulated as percentages. Option Year unit rates will automatically calculate.
| 3. Complete Indirect Cost Rate Table (100-102B & C) | LEGEND | ||||||
| SY | Square Yard | ||||||
| CY | Cubic Yard | ||||||
| LF | Linear Foot | ||||||
| TN | Ton | ||||||
| EA | Each | ||||||
| AC | Acre | ||||||
| SH | Sheet | ||||||
| HR | Hour | ||||||
| Work Item Price/Cost | |||||||
| Item No. | Work Item | Unit | Base Year | ||||
| Unit Rate (unburdened) | Escalation % Rate (enter as number i.e., 2.5, 5) | Option Year 1 | |||||
| Unit Rate (unburdened-w/escalation) | Escalation % Rate (enter as number i.e., 2.5, 5) | Option Year 2 | |||||
| Unit Rate (unburdened-w/escalation) | Escalation % Rate (enter as number i.e., 2.5, 5) | Option Year 3 | |||||
| Unit Rate (unburdened-w/escalation) | Escalation % Rate (enter as number i.e., 2.5, 5) | Option Year 4 |
Unit Rate (unburdened-w/escalation)
| 1 | Clearing and Grubbing ≤ 1,000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 2 | Clearing and Grubbing > 1,000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 3 | Saw Cut; Bituminous Pavement 4" Thick or less; ≤ 1,000 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 4 | ||||||||
| Saw Cut; Bituminous Pavement 4" Thick or less; > 1,000 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 5 | Saw‐cut; Bituminous Pavement Thicker than 4"; ≤ 1,000 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 6 | Saw‐cut; Bituminous Pavement Thicker than 4"; > 1,000 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 7 | Saw Cut; Rigid Pavement 4" Thick or less, lightly reinforced; ≤ | |||||||
| 500 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 8 | Saw Cut; Rigid Pavement 4" Thick or less, lightly reinforced; > | |||||||
| 500 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 9 | Saw‐cut; Rigid Pavement Thicker than 4", lightly reinforced; ≤ | |||||||
| 500 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 10 | Saw‐cut; Rigid Pavement Thicker than 4", lightly reinforced; > | |||||||
| 500 LF | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 11 | ||||||||
| Remove Bituminous Pavement 4" Thick or less; ≤ 1,000 LF | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 12 | Remove Bituminous Pavement 4" Thick or less; > 1,000 LF | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 13 | Remove Bituminous Pavement; Thicker than 4", price per | |||||||
| each additional 2" lift; ≤ 1,000 LF | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 14 | Remove Bituminous Pavement; Thicker than 4", price per | |||||||
| each additional 2" lift; > 1,000 LF | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 15 | Remove Rigid Pavement: 4" Thick or less; ≤ 1000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 16 | Remove Rigid Pavement: 4" Thick or less; > 1000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 17 | Remove Rigid Pavement: Thicker than 4", price per additional | |||||||
| 2" lift: ≤ 1,000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 18 | Remove Rigid Pavement: Thicker than 4", price per additional | |||||||
| 2" lift: > 1,000 SY | SY | |||||||
| 19 | Mill/Plane Bituminous Pavement; 2" or less; ≤ 2000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 20 | Mill/Plane Bituminous Pavement; 2" or less; > 2000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 21 | Mill/Plane Bituminous Pavement; greater than 2", Price per | |||||||
| additional 1" increment; ≤ 2000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 22 | Mill/Plane Bituminous Pavement; greater than 2", Price per | |||||||
| additional 1" increment; > 2000 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 23 | Bituminous Concrete Patch Repair (includes saw cut the perimeter of the areas to be patched, excavate and remove approximately 4" of bituminous concrete, compaction and placement of up to 2" of base material, furnish and place tack coat along inside edges, furnish and place up to 4" of bituminous concrete in two courses over prepared areas). | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 24 | Remove Unsuitable Base Material | CY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 25 | Bitumen for Prime Coat | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 26 | Bitumen for Tack Coat | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 27 | D1 Base Course | TN | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 28 | AC Pavement Base Course | TN | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 29 | AC Pavement Wearing Course | TN | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 30 | Concrete Paving: 6" or less, reinforced with fiber mesh; ≤ 200 | |||||||
| SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 31 | Concrete Paving: 6" or less, reinforced with fiber mesh; > 200 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 32 | Concrete Paving: 6" or greater, reinforced with fiber mesh; ≤ 200 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 33 | Concrete Paving: 6" or greater, reinforced with fiber mesh; > 200 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 34 | Seal Cracks Bituminous Pavement | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 35 | Seal Cracks (Rigid/Concrete Pavement) | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 36 | Concrete Sidewalks: ≤ 25 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 37 | Concrete Sidewalks: > 25 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 38 | Concrete Handicap Sidewalk | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 39 | Bituminous Concrete Sidewalks: ≤ 25 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 40 | Bituminous Concrete Sidewalks: > 25 SY | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 41 | Bituminous Concrete Curb Removal | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 42 | Bituminous Concrete Curb Install | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 43 | Cement Concrete Curb Removal | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 44 | Cement Concrete Curb Install | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 45 | Fine Grade and Compact Subgrade | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 46 | Site Restoration ‐ Loam and Spread | CY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 47 | Site Restoration ‐ Seeding | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 48 | Site Restoration ‐ Sodding | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 49 | Structural Fill for Subbase | TN | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 50 | Reset Catch Basin/Manhole | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 51 | Rebuild Catch Basin/Manhole (Masonry) | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 52 | Remove and Reset Wheel Stops | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 53 | Wheel Stops ‐ New | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 54 | Traffic Signs ‐ Stop | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 55 | Traffic Signs ‐ No Parking | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 56 | Traffic Signs ‐ One Way | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 57 | Traffic Signs ‐ Handicap Parking | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 58 | Remove and Replace Existing Signs | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 59 | 4" Pavement Marking; Parking Stall | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 60 | Methyl Methacrylate Traffic Paint Pavement Marking; | |||||||
| Crosswalk | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 61 | Methyl Methacrylate Traffic Paint Pavement Marking; | |||||||
| Centerline | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 62 | Methyl Methacrylate Traffic Paint Pavement Marking; | |||||||
| Handicap stall with symbol | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 63 | Methyl Methacrylate Traffic Paint Pavement Marking; Double | |||||||
| Yellow Centerline | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 64 | ||||||||
| Methyl Methacrylate Traffic Paint Pavement Marking: Misc 4" | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 65 | Removal of Existing Traffic Paint | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 66 | Guardrail Removal | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 67 | Guardrail Install: Steel Rail/Wood Post | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 68 | Soil/Bituminous Concrete Pavement Density Testing; Nuclear | |||||||
| Density Test | LF | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 69 | Slurry Seal/Sealcoat | SY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 70 | POL‐Contaminated Soil handling, sampling, testing, containerization, barge, disposal at off‐island landfill, disposal | |||||||
| charges | CY | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 71 | Environmental Management Plan (incl. Contaminated Soil | |||||||
| Disposal Plan) | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | |||
| 72 | Survey | AC | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 73 | Stormwater Pollution Prevention Plan (SWPPP) | AC | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 74 | Traffic Control Plan/MOT | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 75 | Environmental Protection Plan | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 76 | Qualified Environmental Professional (QEP) | HR | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 77 | CAD As‐Built Drawings | SH | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 78 | Mobilization | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||
| 79 | Demobilization | EA | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| Other Indirect Costs | % Rate |
| Overhead | |
| Profit |
Sheet2
Sheet3
File details come from the government source that posted it. Updated .