Amendment_001_-_Replacement_ATTACH_5-McWilliiams_Campround_Reconstruction_Cost_Estimate_Breakdown.xlsx
XLSX spreadsheet 30 KB Posted
- Attached to
- McWilliams Campground Reconstruction Project Federal contract opportunity
- Solicitation number
- AG-0261-S-13-0025
About this file
Amend 0001 - Replacement Attach 5 - Cost Breakdown Spreadsheet
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend_0001_-_AG-0261-S-13-0025.pdf | ||
| 04-09-13__McWilliams_RFP.pdf | ||
| ATT_2a_-_McWilliams.Dwg.Final.Signed.03.07.2013.pdf | ||
| ATT_3_-_NV100034_Highway_01-04-13.pdf | ||
| ATT_1_-_McWilliams.Specs.Final.03.07.2013.pdf | ||
| ATT_4_-_McWilliams_Campground_Past_Performance_Questionnaire.pdf | ||
| ATTACH_5_-_McWilliiams_Campround_Reconstruction_Cost_Estimate_Breakdown.xlsx | XLSX spreadsheet | |
| ATT_2b_-_McWilliams.Dwg.Final.Signed.03.07.2013.pdf |
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Page 1- Breakdown
| Amend 0001 - | ATTACH 5 -McWilliams Campround Reconstruction Project AG-0261-S-13-0025 |
| 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) | |
| 10250 | Construction Staking | LSQ | 1 | |||||||
| 11900 | Mobilization | LSQ | 1 | |||||||
| 022060-1 | Heavy Loose Rock Riprap (Slope Stabilization) | DQ | 355 | |||||||
| 022060-2 | Heavy Loose Rock Riprap (Channel Bed) | DQ | 755 | |||||||
| 24102 | Removal and Disposal of Existing Structures | LSQ | 1 | |||||||
| 26460 | Concrete Dumpster Pad | AQ | 5 | |||||||
| 033545-1 | Colored Concrete Sidewalks, 5-feet Wide with 4-inch aggregate base (Family Unit Paths) | AQ | 1,525 | |||||||
| 033545-2 | Colored Concrete Paths 5-feet wide with 4-inch aggregate base (Interpretive Paths) | AQ | 2,050 | |||||||
| 033545-3 | Concrete Channeling Island | LSQ | 1 | |||||||
| 033545-4 | Colored Concrete Kiosk Pad (Comfort Stations) | AQ | 8 | |||||||
| 033545-5 | Colored Concrete Interpretive Pad (Interpretive Paths) | AQ | 9 | |||||||
| 101400-1 | Signs - Regulatory & Directional (Aluminum) | AQ | 27 | |||||||
| 101400-2 | Signs - Regulatory & Directional (HDO) | AQ | 16 | |||||||
| 101420 | Major Site I.D. Sign - NRA-REC (HDPE) | AQ | 1 | |||||||
| 129305 | Fee Tube | AQ | 1 | |||||||
| 129400-1 | Family Unit - Single | AQ | 68 | |||||||
| 129400-2 | Family Unit - Double | AQ | 9 | |||||||
| 129410 | Waste and Recycling Receptacle | AQ | 8 | |||||||
| 133402-1 | Utility Box, 48" Dia. Concrete with Pressure Reducing Valve | AQ | 4 | |||||||
| 133402-2 | Utility Box, 48" Dia. Concrete with Air Release Valve | AQ | 2 | |||||||
| 133430-1 | Concrete Bench (Gov't Furnished) with Concrete Pullout | AQ | 4 | |||||||
| 133450 | Comfort Station Installation (2-Unit) - Including Utilities and Sidewalks | AQ | 8 | |||||||
| 133470 | Entrance Station Installation, Including Utilities, Sidewalks and Curb | AQ | 1 | |||||||
| 221100-1 | Pipeline, 2" HDPE, 160 PSI with Heat Fusion Joints, Including Trench | DQ | 1,800 | |||||||
| 221100-2 | Pipeline, 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench | DQ | 4,200 | |||||||
| 221100-3 | Pipeline, 2 Lines in Trench, 3" and 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench | DQ | 2,350 | |||||||
| 221100-4 | Pipeline, 2 Lines in Trench, 3" and 6" HDPE, 160 PSI with Heat Fusion Joints, Including Trench | DQ | 700 | |||||||
| 221100-5 | Pipeline With Frostshield 2” HDPE, Including Sleeve and Insulation | DQ | 60 | |||||||
| 221100-6 | Pipeline With Frostshield 3” HDPE, Including Sleeve and Insulation | DQ | 115 | |||||||
| 221100-7 | Pipeline With Frostshield, 2 lines in Trench, 3” and 3” HDPE, Including Sleeve and Insulation | DQ | 55 | |||||||
| 221100-8 | Drain - 2" Daylight Drain | AQ | 1 | |||||||
| 221100-9 | Drain - 3" Daylight Drain | AQ | 6 | |||||||
| 221102-1 | 2" Poly Curb Valve and Box | AQ | 24 | |||||||
| 221102-2 | 3" Poly Curb Valve and Box | AQ | 12 | |||||||
| 221102-3 | 6" Poly Curb Valve and Box | AQ | 1 | |||||||
| 221103 | Modifications to Existing Booster Pump Station | LSQ | 1 | |||||||
| 221105 | Hydrant - Frost Proof, Type D | AQ | 21 | |||||||
| 221200 | Two 18,000 Gallon Fiberglass Water Storage Tanks, Including Access Road | LSQ | 1 | |||||||
| 221300-1 | Sewerline - Gravity, 4" PVC, SDR 35 Including Trench | DQ | 1,350 | |||||||
| 221300-2 | Sewerline - 2 Lines in Trench, Gravity, 4" PVC, SDR 35 Including Trench | DQ | 900 | |||||||
| 221300-3 | Drainfield #1 | LSQ | 1 | |||||||
| 221300-4 | Drainfield #2 | LSQ | 1 | |||||||
| 221300-5 | Drainfield #3 | LSQ | 1 | |||||||
| 221300-6 | Drainfield #4 | LSQ | 1 | |||||||
| 221300-7 | Drainfield #5 | LSQ | 1 | |||||||
| 221300-8 | Drainfield #6 | LSQ | 1 | |||||||
| 221300-9 | Drainfield #7 | LSQ | 1 | |||||||
| 221300-10 | Drainfield #8 | LSQ | 1 | |||||||
| 221300-11 | Drainfield #9 (Host Unit #1) | LSQ | 1 | |||||||
| 221300-12 | Drainfield #10 (Host Unit #2) | LSQ | 1 | |||||||
| 221300-13 | Dosing Tank - 620 Gallon (Concrete) with One Siphon | AQ | 4 | |||||||
| 221300-14 | Dosing Tank - 620 Gallon (Concrete) with Two Siphons | AQ | 1 | |||||||
| 221300-15 | Dosing Tank - 1,000 Gallon (Concrete) with One Siphon | AQ | 2 | |||||||
| 221300-16 | Dosing Tank - 1,000 Gallon (Concrete) with Two Siphons | AQ | 3 | |||||||
| 221300-17 | Septic Tank - 1,000 Gallon (Concrete) with Internal Baffle | AQ | 2 | |||||||
| 221300-18 | Septic Tank - 1,500 Gallon (Concrete) with Internal Baffle | AQ | 2 | |||||||
| 221300-19 | Septic Tank - 2,000 Gallon (Concrete) with Internal Baffle | AQ | 3 | |||||||
| 221300-20 | Septic Tank - 2,500 Gallon (Concrete) with Internal Baffle | AQ | 1 | |||||||
| 221300-21 | Septic Tank - 4,000 Gallon (Concrete) with Internal Baffle | AQ | 2 | |||||||
| 221300-22 | Trailer Sewer Service Hookup | AQ | 2 | |||||||
| 231126-1 | Exterior Propane Gas System (Comfort Stations) - 500 Gallon Tank and 1-Inch PE Piping to Buildings | AQ | 3 | |||||||
| 231126-2 | Exterior Propane Gas System (Host Units) - 120 Gallon Tank and 3/4-Inch PE Piping to Unit | AQ | 2 | |||||||
| 231126-3 | Exterior Propane Gas System (Entrance Station) - 120 Gallon Tank & 3/4-Inch PE Piping to Building | AQ | 1 | |||||||
| 260500 | Electrical Distribution System - Campground | LSQ | 1 | |||||||
| 312000-1 | Special Bedding - Imported, Commercial Source | DQ | 450 | |||||||
| 312000-2 | Pipe Zone - Imported, Commercial Source | DQ | 1,150 | |||||||
| 312010 | Select Borrow for Roads and Spurs | DQ | 2,915 | |||||||
| 312100-1 | Project Site Preparation and Grading | LSQ | 1 | |||||||
| 312100-2 | Project Site Preparation and Grading (Concrete Paths) | AQ | 1,525 | |||||||
| 321200 | Hot Mix Asphalt Paving for Roads and Spurs | AQ | 4,950 | |||||||
| 321204 | Crushed Aggregate Base - Grading C (For Under Asphalt Roads and Spurs) | DQ | 4,000 | |||||||
| 321210 | Rockery Retaining Walls | DQ | 2,650 | |||||||
| 322100-1 | Tent Pad Single (TS), Size 12' by 12' | AQ | 68 | |||||||
| 322100-2 | Tent Pad Double (TD), Size 16' by 16' | AQ | 9 | |||||||
| 322205 | Barrier Rocks - Commercial Source | AQ | 308 | |||||||
| 322625 | Recycled Plastic Wheelstops 8-Foot | AQ | 88 | |||||||
| 322640-1 | Pavement Markings (Directional Arrows Reflectorized White) | AQ | 16 | |||||||
| 322640-2 | Pavement Marking - 4-inch Wide (Reflectorized White) | AQ | 630 | |||||||
| 322640-3 | Pavement Marking - Accessible Parking Symbols | AQ | 2 | |||||||
| 322706 | Asphalt Pavement Pulverizing (Reuse as Asphalt Base) | DQ | 1,800 | |||||||
| 323230 | Concrete Segmented Retaining Wall | DQ | 500 | |||||||
| 332228-1 | Culvert - 18-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) | AQ | 30 | |||||||
| 332228-2 | Culvert - 24-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) | AQ | 915 | |||||||
| 332228-3 | Culvert - 30-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) | AQ | 60 | |||||||
| 332228-4 | Culvert - 48-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) | AQ | 60 | |||||||
| 334217-1 | Concrete Box Culvert #5 (2.5’H x 6.0’W x 70.0’L) - Including wingwalls and headwalls | LSQ | 1 | |||||||
| 334217-2 | Concrete Box Culvert #8 (3.0’H x 12.0’W x 46.0’L) - Including wingwalls and headwalls | LSQ | 1 | |||||||
| 334217-3 | Concrete Box Culvert #17 (2.5’H x 8.0’W x 38.0’L) - Including wingwalls and headwalls | LSQ | 1 | |||||||
| 334217-4 | Concrete Box Culvert #18 (3.0’H x 12.0’W x 58.0’L) - Including wingwalls and headwalls | LSQ | 1 | |||||||
| 334217-5 | Concrete Box Culvert #19 (3.0’H x 12.0’W x 50.0’L) - Including wingwalls and headwalls | LSQ | 1 | |||||||
| 334217-6 | Concrete Box Culvert #20 (2.5’H x 8.0’W x 40.0’L) - Including wingwalls and headwalls | LSQ | 1 | |||||||
| 334217-7 | Concrete Box Culvert #21 (2.5’H x 8.0’W x 50.0’L) - Including wingwalls and headwalls | LSQ | 1 | |||||||
| OPTIONAL ITEMS | ||||||||||
| DESCRIPTION | ||||||||||
| 022060-3 | Heavy Loose Rock Riprap (Slope Stabilization) | CY | 50 | |||||||
| 133430-2 | Concrete Bench (Gov't Furnished) with Pulverized Asphalt Surface Pullout | EA | 8 | |||||||
| 312100-3 | Project Site Preparation and Grading (Pulverized Asphalt Paths) | LF | 4,775 | |||||||
| 322712 | Pulverized Asphalt Surfacing - for 3-Foot Wide by 4-Inch Depth Interpretive Paths with Aluminum Edging | LF | 4,775 | |||||||
| 323116-1 | Road Closure Gate - 24 Foot (Double 12' Gate) | EA | 5 | |||||||
| 323116-2 | Road Closure Gate - 32 Foot (Double 16' Gate) | EA | 3 | |||||||
| 332228-5 | Culvert - 24-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) - Culverts on Paths | LF | 15 |
Page 2 - Totals
| 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. |
Sheet1
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