Shingle_Hall_Construction_Cost_Estimate_Breakdown.xlsx
XLSX spreadsheet 24 KB Posted
- Attached to
- Shingle Hall Stewardship Project Federal contract opportunity
- Solicitation number
- AG-0261-S-13-0055
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Section J attachments 11
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| File | Type | Posted |
|---|---|---|
| AG-0261-2-13-0055_0002.pdf | ||
| Heli_Rand_Plots.txt | TXT text file | |
| AG-0261-S-13-0055_0001.pdf | ||
| Rand_Plots.txt | TXT text file | |
| Attach_6-10.pdf | ||
| Attach_12-15.pdf | ||
| Attach_1-5.pdf | ||
| AG-0261-S-13-0055_Shingle_Hall.pdf |
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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 | ESTIMATED | 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) | |
| 15101 | Mobilization (for entire project) | Lump Sum | 1 | 0.00 | 0.00 | 0.00 | ||||
| EAST FORK WEISER ROAD 50172 | ||||||||||
| 20426A | Grade dips, earthen | Each | 1 | 0.00 | 0.00 | 0.00 | ||||
| *23050 | Brushing | Mile | 4.4 | 0.00 | 0.00 | 0.00 | ||||
| *30326 | Road reconditioning | Mile | 4.4 | 0.00 | 0.00 | 0.00 | ||||
| 30801 | Pit-run aggregate, 4” minus | Cubic Yard (loose) | 1 | 0.00 | 0.00 | 0.00 | ||||
| 60201A | 18-inch pipe culvert | Foot | 374 | 0.00 | 0.00 | 0.00 | ||||
| 61909 | Recondition, cattle guard, clean out, reset, repair wings | Lump Sum | 1 | 0.00 | 0.00 | 0.00 | ||||
| SHINGLE FLAT ROAD 50183 | ||||||||||
| *20401 | Roadway excavation, compaction method 1 | Cubic Yard | 15 | 0.00 | 0.00 | 0.00 | ||||
| *23050 | Brushing | Mile | 1.8 | 0.00 | 0.00 | 0.00 | ||||
| *30326 | Road reconditioning | Mile | 1.8 | 0.00 | 0.00 | 0.00 | ||||
| 30801 | Pit-run aggregate, 4” minus | Cubic Yard (loose) | 38 | 0.00 | 0.00 | 0.00 | ||||
| 60201A | 18-inch pipe culvert | Foot | 458 | 0.00 | 0.00 | 0.00 | ||||
| 60201B | 24-inch pipe culvert | Foot | 116 | 0.00 | 0.00 | 0.00 | ||||
| 61908 | Cattle guard modification, removal | Each | 1 | 0.00 | 0.00 | 0.00 | ||||
| 61909 | Recondition cattle guard, clean out, re-set, repair wings | Each | 2 | 0.00 | 0.00 | 0.00 | ||||
| FORT HALL RIDGE ROAD 50285 | ||||||||||
| *20103 | Light clearing and grubbing, disposal of tops and limbs f, logs m, stumps l | Mile | 1.19 | 0.00 | 0.00 | 0.00 | ||||
| *20419 | Drainage excavation, type ditch | Foot | 138 | 0.00 | 0.00 | 0.00 | ||||
| 20426B | Grade dips, armored | Each | 3 | 0.00 | 0.00 | 0.00 | ||||
| *23050 | Brushing | Mile | 0.36 | 0.00 | 0.00 | 0.00 | ||||
| *30326 | Road reconditioning | Mile | 1.55 | 0.00 | 0.00 | 0.00 | ||||
| 30801 | Pit-run aggregate, 4” minus | Cubic Yard (loose) | 216 | 0.00 | 0.00 | 0.00 | ||||
| 60201A | 18-inch pipe culvert | Foot | 360 | 0.00 | 0.00 | 0.00 | ||||
| 60201B | 24-inch pipe culvert | Foot | 36 | 0.00 | 0.00 | 0.00 | ||||
| 61902 | Gate, 16’ metal | Each | 1 | 0.00 | 0.00 | 0.00 | ||||
| MILL SPRING ROAD 50996 | ||||||||||
| *57101 | Install temporary bridge, Government-furnished | Lump sum | 1 | 0.00 | 0.00 | 0.00 | ||||
| 60201C | 24- inch pipe culvert, plastic | Foot | 34 | 0.00 | 0.00 | 0.00 | ||||
| LAYOVER ROAD 51382 | ||||||||||
| *20103A | Light clearing and grubbing, disposal of tops and limbs f, logs m, stumps l | Mile | 0.71 | 0.00 | 0.00 | 0.00 | ||||
| *20401 | Roadway excavation, compaction method 1 | Cubic Yard | 90 | 0.00 | 0.00 | 0.00 | ||||
| 20426A | Grade dips, earthen | Each | 11 | 0.00 | 0.00 | 0.00 | ||||
| 20426B | Grade dips, armored | Each | 1 | 0.00 | 0.00 | 0.00 | ||||
| *23050 | Brushing | Mile | 0.95 | 0.00 | 0.00 | 0.00 | ||||
| *30326 | Road reconditioning | Mile | 1.66 | 0.00 | 0.00 | 0.00 | ||||
| 30801 | Pit-run aggregate, 4” minus | Cubic Yard (loose) | 209 | 0.00 | 0.00 | 0.00 | ||||
| 61902 | Gate, 16’ metal | Each | 1 | 0.00 | 0.00 | 0.00 | ||||
| OCEAN SPRAY ROAD 51385 | ||||||||||
| *20401 | Roadway excavation, compaction method 1 | Cubic Yard | 25 | 0.00 | 0.00 | 0.00 | ||||
| 20426A | Grade dips, earthen | Each | 1 | 0.00 | 0.00 | 0.00 | ||||
| 20426B | Grade dips, armored | Each | 8 | 0.00 | 0.00 | 0.00 | ||||
| *21250 | Linear grading | Station | 6 | 0.00 | 0.00 | 0.00 | ||||
| *23050 | Brushing | Mile | 1.4 | 0.00 | 0.00 | 0.00 | ||||
| *30326 | Road reconditioning | Mile | 1.4 | 0.00 | 0.00 | 0.00 | ||||
| 30801 | Pit-run aggregate, 4” minus | Cubic Yard (Loose) | 268 | 0.00 | 0.00 | 0.00 | ||||
| 60201A | 18-inch pipe culvert | Foot | 66 | 0.00 | 0.00 | 0.00 | ||||
| 61902 | Gate, 16’ metal | EA | 1 | 0.00 | 0.00 | 0.00 | ||||
| WEST SHINGLE ROAD 51845 | ||||||||||
| *20103 | Light clearing and grubbing, disposal of tops and limbs f, logs m, stumps l | Mile | 0.44 | 0.00 | 0.00 | 0.00 | ||||
| *20401 | Roadway excavation, compaction method 1 | Cubic Yard | 600 | 0.00 | 0.00 | 0.00 | ||||
| 20426A | Grade dips, earthen | Each | 5 | 0.00 | 0.00 | 0.00 | ||||
| *30326 | Road reconditioning - heavy | Mile | 0.44 | 0.00 | 0.00 | 0.00 | ||||
| 30801 | Pit-run aggregate, 4” minus | Cubic Yard (loose) | 738 | 0.00 | 0.00 | 0.00 | ||||
| *32203 | Aggregate surface, grading e, for Rd 50172 | Cubic Yard (in place) | 4944 | 0.00 | 0.00 | 0.00 | ||||
| *32203 | Aggregate surface, grading e, for Rd 50183 | Cubic Yard (in place) | 1944 | 0.00 | 0.00 | 0.00 | ||||
| 0.00 | 0.00 | 0.00 | 0.00 | |||||||
| NOTES: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization. | 0.00 | |||||||||
| Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted. | ||||||||||
| * Next to an Item Number indicates that the quantity shown as a Contract Quantity per FP-03 Specification 109.02. The supplemental specification 109.02 states “contract quantities will be adjusted only when there are errors in the original design of 15% or more.” |
Shingle Hall Attachment 11
| 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. |
Shingle Hall Attachment 11
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