ATT_9_-__B-T_Supervisor-District_Ranger_Office_Building_Construction_Cost_Estimate_Breakdown.xlsx
XLSX spreadsheet 24 KB Posted
- Attached to
- Bridger-Teton NF Supervisors/Jackson Ranger District Office Construction Project Federal contract opportunity
- Solicitation number
- AG-02NV-S-15-0024
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ATT 9 - Cost Breakdown Spreadsheet
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| ATTACH 9 - Bridger-Teton SO/Ranger District Building Construction Project AG-0261-S-15-0024 | |
| CONSTRUCTION COST ESTIMATE BREAKDOWN |
CONTRACTOR ADDRESS
CONTRACT FOR (Work to be performed) PROPOSED CONTRACT PRICE
PURCHASE REQUEST NUMBER PROJECT NUMBER WORK LOCATION
| MATERIAL COST | LABOR COSTS | |||||||||
| UNIT | OTHER | |||||||||
| LINE | ITEM | OF | QUANTITY | UNIT | TOTAL | MANHOUR | AVERAGE | TOTAL | DIRECT | LINE |
| NO | MEASURE | MANDAYS | RATE | COSTS | TOTAL |
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) | ||
| 501 | Office Building | LS | 1 | ||||||||
| 11900 | Mobilization | LS | 1 | ||||||||
| 10250 | Construction Staking | LS | 1 | ||||||||
| 017320-1 | Site Demolition | LS | 1 | ||||||||
| 017320-2 | Removal of the Cache Creek Live Culvert | LS | 1 | ||||||||
| 23701 | Sedimentation and Erosion Control | LS | 1 | ||||||||
| 24230 | Hazardous Materials Abatement | LS | 1 | ||||||||
| 24116 | Removal, Disposal, Salvage, and Recycling of Three Existing Structures | LS | 1 | ||||||||
| 033545-1 | Concrete Curb & Gutter – 30” Wide | LF | 750 | ||||||||
| 033545-2 | 4” concrete – Sidewalks, Slabs; Includes Aggregate Base Material | SF | 2500 | ||||||||
| 033545-3 | Concrete Accessible Ramp | EA | 2 | ||||||||
| 101400 | Exterior Signs (Aluminum on Galv. Steel Tube Posts) | EA | 8 | ||||||||
| 101420 | Administrative Identification Sign - AS (HDPE) | LS | 1 | ||||||||
| 101425 | 3-Panel Bulletin board/Log Stanchion | LS | 1 | ||||||||
| 107516 | Ground-Set Flag Pole | LS | 1 | ||||||||
| 129300-1 | Site Furnishings (Picnic Tables) | EA | 4 | ||||||||
| 129300-2 | Site Furnishings (Bike Racks) | EA | 3 | ||||||||
| 221100-1 | Pipeline, 2" HDPE, Including Trench and Fittings | LF | 340 | ||||||||
| 221100-2 | Pipeline, 6" PVC, C900, Including Trench and Fittings | LF | 200 | ||||||||
| 221100-3 | Pipeline, 8" PVC, C900, Including Trench and Fittings | LF | 340 | ||||||||
| 221100-2 | Connection to Existing Water Main | LS | 2 | ||||||||
| 221102-1 | Curb Valve and Box - 2-Inch Metal | EA | 1 | ||||||||
| 221102-2 | Curb Valve and Box - 6-Inch Cast Iron | EA | 1 | ||||||||
| 221102-3 | Curb Valve and Box - 8-Inch Cast Iron | EA | 2 | ||||||||
| 221300-1 | Sewerline - Gravity, 6-Inch PVC, SDR 35, Including Trench and Fittings | LF | 80 | ||||||||
| 232113 | Geothermal Wells Systems and Piping to Building | LS | 1 | ||||||||
| 260500-1 | Site Electrical – Lighting and Electrical Distribution System | LS | 1 | ||||||||
| 260500-2 | Radio Tower | LS | 1 | ||||||||
| 312100 | Project Site Preparation and Grading (Excludes All Work within 5' of the Building Roof Line) | LS | 1 | ||||||||
| 316613 | Soil Improvement- Vibro-displacement Rock Columns | LS | 1 | ||||||||
| 321200-1 | Hot Mix Asphalt Pavement | Ton | 630 | ||||||||
| 321204-1 | Crushed Aggregate Base Course - Grading "C" (For Under Roadways) | CY | 650 | ||||||||
| 321204-2 | Structural Fill Material for Pavements | CY | 1,260 | ||||||||
| 322640-1 | Pavement Markings - Parking Stall Lines 4" Solid Yellow Non Reflective | LF | 3,200 | ||||||||
| OPTIONAL ITEMS | 322640-2 | Pavement Markings - Accessible Parking Symbol | EA | 4 | |||||||
| 322706-1 | Pulverize Asphalt Pavement and Reuse - Area for Building Construction | CY | 300 | ||||||||
| 328000 | Irrigation System | LS | 1 | ||||||||
| 329206 | Seeding | LS | 1 | ||||||||
| 329310-1 | Exterior Plants, Decorative Boulders and Topsoil | LS | 1 | ||||||||
| 329310-2 | Drystack Flagstone Retaining Walls | LF | 240 | ||||||||
| 329310-3 | Groundcover | SF | 4,350 | ||||||||
| 329400 | Landscape Stone, Flagstone Steppers, Wood Mulch, Weed Barrier & Bender Board Edging | LS | 1 | ||||||||
| 332228-1 | Culvert - 18-inch Galv. Corrugated Metal Pipe (16 Gauge, 2 2/3"x1/2" Corrugations) | LF | 185 | ||||||||
| 332228-2 | Culvert - 42-inch CMP (Cache Creek Diversion) | LF | 430 | ||||||||
| 332228-3 | Storm Sewer Manhole | EA | 3 | ||||||||
| 332228-4 | Concrete Inlet Box | LS | 1 | ||||||||
| 332228-5 | Outlet Control Structure - Storm Water System | LS | 1 |
| INSTRUCTIONS FOR COMPLETING CONSTRUCTION COST ESTIMATE BREAKDOWN | ||
| Col 1 Item. Description of materials required, work to be done, special equipment needed, etc. Breakdown should be in sufficient detail to permit | ||
| itemizing of all direct costs. | ||
| Col 2 Units of Measure. Description of the unit in which each item is to be estimated (examples - square yards - SY, cubic yards - CY, square feet - SF, | ||
| linear feet - LF, board feet - BF, each - EA, pound - LB). | ||
| Col 3 Quantity. Contractor's estimate of quantity required in terms of unit of measure (column 2). Items and units of measure will be furnished by the | ||
| Government. Quantity estimates will be furnished by the Government only when it is anticipated that a unit price contract will be issued. Otherwise, | ||
| the contractor is responsible for determining quantity estimates. | ||
| Col 4 and 5 Material Costs. Enter unit cost (Col 4) of the material to be supplied and total cost (col 5); for item listed in column 1. | ||
| Col 6, 7 and 8 Labor Costs. Enter in col 6 the estimated number of manhours or mandays needed to perform the work listed in column 1. | ||
| Col 9 Other Direct Costs. Enter estimated costs of special equipment and other items (listed in column 1) which are special to the contract and of | ||
| significant dollar value. | ||
| Col 10 Line Total. Self-explanatory. | ||
| NOTE: | In addition to other totals derived on various pages, the grand total of column 10, plus overhead and profit will be shown on the last | |
| page as follows | ||
| TOTAL MATERIAL COSTS | $ |
TOTAL LABOR COSTS $
TOTAL OTHER DIRECT COSTS $
TOTAL DIRECT COSTS $
OVERHEAD % $
SUBTOTAL $
PROFIT % $
TOTAL PRICE $
DATE FIRM NAME
| TITLE | BY | |
| (Signature) |
| INSTRUCTIONS TO OFFERORS | ||
| 1. | The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and | |
| estimated costs (and attached supporting information) suitable for detailed review and analysis. Prior to the award of a contract resulting from | ||
| this proposal the offeror may be required to submit a certificate of current cost or pricing data | ||
| 2. | In addition to the specific information required by this form, the offeror is expected, in good faith, to incorporate in and submit with this | |
| form any additional data, supporting schedules, or substantiation which are reasonable required for the conduct of an appropriate review and | ||
| analysis in the light of the specific facets of this procurement. For effective negotiations, it is essential that there be a clear understanding of | ||
| a. | The existing, verifiable data. | |
| b. | The judgmental factors applied in projecting from known data to the estimate, and | |
| c. | The contingencies used by the offeror in his proposed price. | |
| In short, the offeror's estimating process itself needs to be disclosed. | ||
| 3. | When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate), | |
| and made available to the contracting officer his authorized representative upon request. | ||
| 4. | By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the | |
| purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate | ||
| evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection | ||
| with any negotiations prior to contract award. |
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