Construction_Cost_Estimate_Breakdown,_Contractor.xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- Mill & Overlay CE Pavements Federal contract opportunity
- Solicitation number
- FA5575-17-B-0002
About this file
Cost Breakdown
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Drawings.pdf | ||
| 16_15-1016_AF66.xlsx | XLSX spreadsheet | |
| FA5575-17-B-0002.pdf | ||
| Specifications_Spanish.pdf | ||
| Specifications_English.pdf |
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KTR Cost Estimate
| CONSTRUCTION COST ESTIMATE BREAKDOWN | |||||||
| CONTRACTOR | ADDRESS | ||||||
| MORÓN AIR BASE, SPAIN | |||||||
| CONTRACT FOR (Work to be performed) | PROPOSED CONTRACT PRICE | ||||||
| MILL & OVERLAY CE PAVEMENTS / FRESAR Y PAVIMENTAR PAVIMENTOS DE INGENIERÍA CIVIL | |||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | |||||
| QUUG 12-1003 P1 | MORÓN AIR BASE, SPAIN | ||||||
| LINE | |||||||
| NO. | ITEM | QUANTITY | MATERIAL COST | LABOR COST | TOTAL LINE COST | ||
| UNIT OF | |||||||
| MEASURE | UNIT | ||||||
| NUMBER | UNIT COST | TOTAL | |||||
| COST | UNIT COST | TOTAL |
COST
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | ||
| 1 | Pavement perimeter sawcut at Work Area 1, 2, 3 and 4. | ||||||||
| Corte con disco del perimetro del pavimento en Área de Trabajo 1, 2, 3 y 4. | m | ||||||||
| 2 | Curb demolition. | ||||||||
| Demolición de bordillo. | m | ||||||||
| 3 | Fence removal. | ||||||||
| Retirada de valla. | m | ||||||||
| 4 | Traffic sign removal. | ||||||||
| Retirada de señal de tráfico. | u | ||||||||
| 5 | Concrete and rubber wheel stop removal. | ||||||||
| Retirada de tope de rueda de hormigón y caucho. | u | ||||||||
| 6 | Concrete pavement demolition of the wash rack. 25 cm thickness. | ||||||||
| Demolición de pavimento rígido del lavadero. Espesor 25 cm. | m3 | ||||||||
| 7 | Pavement milling, thickness 10 cm, including load, sweeping, removal and transport to authorized waste manager at Work Area 1 and 3. | ||||||||
| Fresado, espesor 10 cm, incluyendo carga, barrido, retirada y transporte a gestor autorizado de residuos en Área de Trabajo 1 y 3. | m2 cm | ||||||||
| 8 | Pavement removal, including load, sweeping, removal and transport to authorized waste manager at Work Area 2 and 4. | ||||||||
| Demolición de pavimento, incluyendo carga, barrido, retirada y transporte a gestor autorizado de residuos en Área de Trabajo 2 and 4. | m2 | ||||||||
| 9 | Base and subbase courses excavation, thickness 35 cm, including clearing-up, load and transportation of demolished material to authorized dump at Work Area 1 and 3. | ||||||||
| Excavación de capas base y subbase, espesor 35 cm, incluso desescombro, carga y transporte a gestor autorizado de residuo en Área de Trabajo 1 y 3. | m3 | ||||||||
| 10 | Soil excavation, thickness 45 cm, including clearing-up, load and transportation of demolished material to authorized dump at Work Area 1 and 3. | ||||||||
| Excavación terreno, espesor 45 cm, incluso desescombro, carga y transporte a gestor autorizado de residuo en Área de Trabajo 1 y 3. | m3 | ||||||||
| 11 | Grading of the subgrade at Work Area 1 and 3 and base course at Work Area 2 and 4. | ||||||||
| Nivelación del suelo de la explanación en Área de Trabajo 1 y 3 y capa base en Área de Trabajo 2 y 4. | m2 | ||||||||
| 12 | Compaction of 15 cm of subgrade to 100% Modified Proctor at Work Area 1 and 3. | ||||||||
| Compactación de 15 cm del suelo de la explanación al 100% Proctor Modificado en Área de Trabajo 1 and 3. | m3 | ||||||||
| 13 | Compaction of 15 cm of base course to 98% Modified Proctor at Work Area 2 and 4. | ||||||||
| Compactación de 15 cm de capa base al 98% Proctor Modificado en Área de Trabajo 2 y 4. | m3 | ||||||||
| 14 | Geotextile at Work Area 1 and 3. | ||||||||
| Geotextil en Área de Trabajo 1 y 3. | m2 | ||||||||
| 15 | Selected soil type 2, thickness 30 cm, compacted to 100 % Modified Proctor at Work Area 1 and 3. | ||||||||
| Suelo seleccionado tipo 2, espesor 30 cm, compactado al 100% Proctor Modificado en Área de Trabajo 1 y 3. | m3 | ||||||||
| 16 | S-EST 3 soil stabilización 30 cm thickness at Work Area 1 and 3. | ||||||||
| Estabilización de suelo S-EST 3 de espesor 30 cm en Área de Trabajo 1 y 3. | m3 | ||||||||
| 17 | Curing coat. | ||||||||
| Riego de curado. | kg | ||||||||
| 18 | Construct drainage for the wash rack. | ||||||||
| Construir drenaje para lavadero. | u | ||||||||
| 19 | HF-4.5 MPa Concrete Pavement, 20 cm thickness. | ||||||||
| Pavimento de hormigón HF-4.5 MPa, espesor de 20 cm. | m3 | ||||||||
| 20 | Joint saw cut. | ||||||||
| Corte con disco de juntas. | m | ||||||||
| 21 | Joint sealing. | ||||||||
| Sellado de junta. | m | ||||||||
| 22 | Prefabricated concrete drain channel curb. | ||||||||
| Caz de hormigón prefabricado. | m | ||||||||
| 23 | Base course 20 cm thickness compacted to 100% Modified Proctor at Work Area 1 and 3. | ||||||||
| Zahorra de espesor 20 cm compactado la 100% Proctor Modificado en Área de Trabajo 1 y 3. | m3 | ||||||||
| 24 | Application of prime coat C60BF4 IMP type, including sweeping and surface preparation at Work Area 1, 2, 3 and 4. | ||||||||
| Aplicación de riego de imprimación tipo C60BF4 IMP, incluyendo barrido y preparación de superficie en Área de Trabajo 1, 2, 3 y 4. | t | ||||||||
| 25 | Placing and compaction of 10 centimeters of hot mix asphalt AC22 SURF 35/50 S type at Work Area 1, 2, 3 y 4. | ||||||||
| Extensión y compactación de 10 cm de espesor de asfalto en caliente tipo AC22 SURF 35/50 S en Área de Trabajo 1, 2, 3 y 4. | t | ||||||||
| 26 | Rubber wheel stop installation. | ||||||||
| Instalación de tope de rueda de caucho. | u | ||||||||
| 27 | Install hazardous material sign. | ||||||||
| Instalación de cartel de material peligroso. | u | ||||||||
| 28 | Installation of circular, triangular or square traffic sign, 90 cm, retrorreflective, RA3 class and galvanized and painted post. | ||||||||
| Instalación de señal vertical circular, triangular o cuadrada de tráfico de 90 cm, retrorreflectiva, clase RA3 y poste galvanizado y pintado. | u | ||||||||
| 29 | Painting of parking stall marking, 10 cm white, type II (RR), reflective, acrylic, including surface preparation and premarking. | ||||||||
| Pintado de señal de plaza de aparcamiento, 10 cm, blanca, tipo II (RR), reflectante, acrilica, incluyendo preparación de superficie y premarcaje | m | ||||||||
| 30 | Painting of road symbol, white, type II (RR), reflective, acrylic, including surface preparation and premarking. | ||||||||
| Pintado de señal de símbolo de vial, blanca, tipo II (RR), reflectante, acrilica, incluyendo preparación de superficie y premarcaje | m2 | ||||||||
| 31 | Grade the ground area toward the existing drainage structures and/or swales. | ||||||||
| Renivelar el área de terreno hacia las estructuras de drenaje y/o vaguadas existentes. | m2 | ||||||||
| 32 | Sow the ground area with grass. | ||||||||
| Sembrar el área de terreno con césped. | m2 | ||||||||
| TOTAL |
TOTAL
| TOTAL MATERIAL COST |
| TOTAL LABOR COST |
| TOTAL MATERIAL EXECUTION COST |
| OVERHEAD |
| PROFIT |
| TOTAL COST ESTIMATE |
DATE: FIRM NAME:
TITLE: BY:
These costs and overhead and profit percentages will be applied in any possible future modifications
&"Times New Roman,Regular"Page &P of &N
Instructions
INSTRUCTIONS FOR COMPLETING CONSTRUCTION COST ESTIMATE BREAKDOWN
Column 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. Items will be furnished by the Government.
Column 2 - Units of Measure. Description of the unit in which each item is to be estimated (examples: square meters - m2, cubic meters - m3, linear meters - m, unit - u, kilograms - kg, ton - t). Units of measure will be furnished by the Government.
Column 3 - Quantity. Quantity required for the item in terms of unit of measure shown on Column 2. Quantity will be furnished by the Government only for unit price contract. Otherwise, the contractor is responsible for determining the quantity.
Column 4 and 5 - Material Costs. Enter the unit cost of the material corresponding to the item to be supplied in Column 4 and the total material cost for that item in Column 5. Cost must be in euros.
Column 6 and 7 - Labor Costs. Enter the unit cost of the labor corresponding to the item to be performed in Column 6 and the total labor cost for that item in Column 7. Costs must be in euros.
Column 8 - Total Line Cost. Enter the sum of the total material cost and the total labor cost of the item to be performed. Cost must be in euros.
NOTE: In addition to other totals derived on various pages, the grand total of Column 5, 7 and 8, plus overhead and profit will be shown on the last page. Overhead and profit must be applied over the total material execution.
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 and 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 or 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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