Construction_Cost_Estimate_Breakdown0082.xlsx
XLSX spreadsheet 39 KB Posted
- Attached to
- Dewey/Joker Road Reroutes Federal contract opportunity
- Solicitation number
- AG-0261-P-13-0082
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| File | Type | Posted |
|---|---|---|
| Amend_000004.pdf | ||
| Amend_000004.pdf | ||
| Amend_000003.pdf | ||
| Amend_000002.pdf | ||
| Amend_000001.pdf | ||
| S130082_SF1442_Terms_and_Cond.pdf | ||
| Specs_DeweyJokerRoadReroute.pdf | ||
| DeweyJokerRerouteMapDrawings.pdf | ||
| WD_ID130010_Highway_6_21_2013.pdf |
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| CONSTRUCTION COST ESTIMATE BREAKDOWN | |
| PLEASE COMPLETE PAGE 2 | |
| CONTRACTOR | ADDRESS |
| CONTRACT FOR (Work to be performed) | PROPOSED CONTRACT PRICE | ||||||||||
| AG-0261-S-13-0082 DEWEY/JOKER ROAD REROUTES | |||||||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | |||||||||
| Payette National Forest, Council Ranger District | |||||||||||
| 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) | |
| DEWEY/JOKER ROAD MOBILIZATION | ||||||||||
| 151 (01) | Mobilization for Entire Project | Lump Sum | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| JOKER Road 50486 Section 1 | ||||||||||
| 152 (01) | Construction survey and Staking, Method 1, Tolerance E | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 201 (04)* | Clearing and Grubbing, Disposal Method e, f, n | Acre | 1.22 | 0.00 | 0.00 | 0.00 | ||||
| 204 (01)* | Excavation and Embankment, Method 1 | Cubic Yard | 2320.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67a) | Drainage Excavation, Type Grade Dip | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 211 (01)* | Roadway Obliteration, Method 1 | Foot | 186.00 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 525.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01a) | 18- inch corrugated metal pipe, 0.064-inch thickness for steel,method D | Foot | 60.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01c) | 30- inch corrugated metal pipe, 0.064-inch thickness for steel,method D | Foot | 40.00 | 0.00 | 0.00 | 0.00 | ||||
| 619 (02) | Gate, 16 foot steel, furnish and install, Powder River or equal | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 625 (19)* | Turf Establishment, seed and straw mulch | Acre | 0.40 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| JOKER Road 50486 Section 2 | ||||||||||
| 201 (03)* | Brushing, Disposal Method E or F | Mile | 1.13 | 0.00 | 0.00 | 0.00 | ||||
| 204 (01)* | Excavation and Embankment (turnout construction), Method 1 | Cubic Yard | 34.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67a) | Drainage Excavation, Grade Dip | Each | 6.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67b) | Drainage Excavation, Armored Grade Dip, 12 CY pit run | Each | 8.00 | 0.00 | 0.00 | 0.00 | ||||
| 308 (01)* | Pit run maximum size 4", Compaction Method B | Cubic Yard | 38.00 | 0.00 | 0.00 | 0.00 | ||||
| 303(26)* | Road Reconditioning | Mile | 1.55 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, loose measure, Compaction Method 1 | Cubic Yard | 2021.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01b) | 24 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 30.00 | 0.00 | 0.00 | 0.00 | ||||
| 0.00 | 0.00 | 0.00 | 0.00 | |||||||
| MATH CHECK | 0.00 |
| 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) | |
| JOKER Road 50486 Section 3 | ||||||||||
| 212 (01)* | Linear Grading, Disposal Method E, F, N | Foot | 430.00 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 100.00 | 0.00 | 0.00 | 0.00 | ||||
| 625 (19)* | Turf Establishment, Seed and Straw Mulch | Acre | 0.10 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| JOKER Road 50486 Section 4 | ||||||||||
| 152 (01) | Construction survey and staking, Method 1, Tolerance E | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 201 (04)* | Clearing and Grubbing, Disposal Method E, F, N | Acre | 0.10 | 0.00 | 0.00 | 0.00 | ||||
| 204 (01)* | Excavation and Embankment, Method 1 | Cubic Yard | 949.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67a) | Drainage Excavation, Type Grade Dip | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 308 (01)* | Pit run maximum size 4", Compaction Method B | Cubic Yard | 16.00 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 132.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01f) | 48 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 40.00 | 0.00 | 0.00 | 0.00 | ||||
| 619 (02) | Gate, 16 foot steel, furnish and install, Powder River or equal | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 625 (19)* | Turf Establishment, Seed and Straw Mulch | Acre | 0.10 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| JOKER Road 50486 Section 5 | ||||||||||
| 201 (03)* | Brushing, Disposal Methad E or F | Mile | 1.22 | 0.00 | 0.00 | 0.00 | ||||
| 203 (01) | Removal of Structures (Gates) | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (19)* | Drainage Construction (Ditch Construction) | Foot | 790.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67a) | Drainage Excavation, Grade Dip | EAch | 4.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67b) | Drainage Excavation, Armored Grade Dip, 12 CY pit run | Each | 8.00 | 0.00 | 0.00 | 0.00 | ||||
| 303(26)* | Road Reconditioning | Mile | 1.30 | 0.00 | 0.00 | 0.00 | ||||
| 308 (01)* | Pit run maximum size 4", Compaction Method B | Cubic Yard | 351.00 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 1830.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01a) | 18- inch corrugated metal pipe, 0.064-inch thickness for steel,method D | Foot | 138.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01b) | 24 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 106.00 | 0.00 | ||||||
| 602 (01c) | 30 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 44.00 | 0.00 | ||||||
| 602 (01d) | 36 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 40.00 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| DEWEY Road 50487 Section 1 | ||||||||||
| 201 (03)* | Brushing, Disposal Method E or F | Mile | 0.15 | 0.00 | 0.00 | 0.00 | ||||
| 303(26)* | Road Reconditioning | Mile | 0.15 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 187.00 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| DEWEY Road 50487 Section 2 | ||||||||||
| 152 (01) | Construction survey and Staking, Method 1, Tolerance E | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 201 (04)* | Clearing and Grubbing, Disposal Method E, F, N | Acre | 1.30 | 0.00 | 0.00 | 0.00 | ||||
| 204 (01)* | Excavation and Embankment, Method 1 | Cubic Yard | 1344.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67b) | Drainage Excavation, Grade Dip, Armor with 12 CY pit run | Each | 4.00 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 550.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01) | 18- inch corrugated metal pipe, 0.064-inch thickness for steel,method D | Foot | 60.00 | 0.00 | 0.00 | 0.00 | ||||
| 625 (19)* | Turf Establishment, Seed and Straw Mulch | Acre | 0.35 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| DEWEY Road 50487 Section 3 | ||||||||||
| 201 (03)* | Brushing, Disposal Method E or F | Mile | 2.22 | 0.00 | 0.00 | 0.00 | ||||
| 204 (01)* | Excavation and Embankment (Turnout Constrution), Method 1 | Cubic Yard | 305.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (01)* | Excavation and Embankment (Roadbed Widening), Method 1 | Cubic Yard | 878.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67a) | Drainage Excavation, Grade Dip | Each | 8.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67b) | Drainage Excavation, Armored Grade Dip, 12 CY pit run | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 212 (01) | Linear Grading, Diposal Method E or F | Foot | 90.00 | 0.00 | 0.00 | 0.00 | ||||
| 303(26)* | Road Reconditioning | Mile | 2.23 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 3000.00 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| DEWEY Road 50487 Section 4 | ||||||||||
| 152 (01) | Construction survey and staking, Method 1, Tolerance E | Each | 1.00 | 0.00 | 0.00 | 0.00 | ||||
| 201 (04)* | Clearing and Grubbing, Disposal Method E, F, N | Acre | 1.90 | 0.00 | 0.00 | 0.00 | ||||
| 204 (01)* | Excavation and Embankment, Method 1 | Cubic Yard | 2403.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67a) | Drainage Excavation, Armored | Each | 4.00 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 608.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01a) | 18- inch corrugated metal pipe, 0.064-inch thickness for steel,method D | Foot | 40.00 | 0.00 | 0.00 | 0.00 | ||||
| 602 (01b) | 24 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 84.00 | 0.00 | ||||||
| 602 (01c) | 30 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 40.00 | 0.00 | ||||||
| 602 (01d) | 36 - inch corrugated metal pipe, 0.064-inch thickness for steel, Method D | Foot | 40.00 | 0.00 | 0.00 | 0.00 | ||||
| 625 (19)* | Turf Establishment, Seed and Straw Mulch | Acre | 0.70 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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) | |
| DEWEY Road 50487 Section 5 | ||||||||||
| 201 (03)* | Brushing, Disposal Method E or F | Mile | 1.29 | 0.00 | 0.00 | 0.00 | ||||
| 204 (19)* | Drainage Construction (Ditch Construction) | Foot | 155.00 | 0.00 | 0.00 | 0.00 | ||||
| 204 (67a) | Drainage Excavation, Grade Dip | Each | 2.00 | 0.00 | 0.00 | 0.00 | ||||
| 303(26)* | Road Reconditioning | Mile | 1.38 | 0.00 | 0.00 | 0.00 | ||||
| 308 (01)* | Pit run maximum size 4", Compaction Method B | Cubic Yard | 66.00 | 0.00 | 0.00 | 0.00 | ||||
| 322 (02)* | Crushed Aggregate, Compaction Method 1 | Cubic Yard | 174.00 | 0.00 | 0.00 | 0.00 | ||||
| TOTALS | 0.00 | 0.00 | 0.00 | 0.00 | ||||||
| MATH CHECK | 0.00 |
| 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. |
File details come from the government source that posted it. Updated .