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
Issued by
Department of the Air Force United States Air Forces in Europe - Air Forces Africa

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Cost Breakdown

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Other files attached to Mill & Overlay CE Pavements, newest first.
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Drawings.pdf PDF
16_15-1016_AF66.xlsx XLSX spreadsheet
FA5575-17-B-0002.pdf PDF
Specifications_Spanish.pdf PDF
Specifications_English.pdf PDF

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KTR Cost Estimate

CONSTRUCTION COST ESTIMATE BREAKDOWN
CONTRACTORADDRESS
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 NUMBERPROJECT NUMBERWORK LOCATION
QUUG 12-1003 P1MORÓN AIR BASE, SPAIN
LINE
NO.ITEMQUANTITYMATERIAL COSTLABOR COSTTOTAL LINE COST
UNIT OF
MEASUREUNIT
NUMBERUNIT COSTTOTAL
COSTUNIT COSTTOTAL

COST

(1)(2)(3)(4)(5)(6)(7)(8)
1Pavement 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
2Curb demolition.
Demolición de bordillo.m
3Fence removal.
Retirada de valla.m
4Traffic sign removal.
Retirada de señal de tráfico.u
5Concrete and rubber wheel stop removal.
Retirada de tope de rueda de hormigón y caucho.u
6Concrete pavement demolition of the wash rack. 25 cm thickness.
Demolición de pavimento rígido del lavadero. Espesor 25 cm.m3
7Pavement 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
8Pavement 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
9Base 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
10Soil 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
11Grading 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
12Compaction 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
13Compaction 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
14Geotextile at Work Area 1 and 3.
Geotextil en Área de Trabajo 1 y 3.m2
15Selected 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
16S-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
17Curing coat.
Riego de curado.kg
18Construct drainage for the wash rack.
Construir drenaje para lavadero.u
19HF-4.5 MPa Concrete Pavement, 20 cm thickness.
Pavimento de hormigón HF-4.5 MPa, espesor de 20 cm.m3
20Joint saw cut.
Corte con disco de juntas.m
21Joint sealing.
Sellado de junta.m
22Prefabricated concrete drain channel curb.
Caz de hormigón prefabricado.m
23Base 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
24Application 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
25Placing 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
26Rubber wheel stop installation.
Instalación de tope de rueda de caucho.u
27Install hazardous material sign.
Instalación de cartel de material peligroso.u
28Installation 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
29Painting 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 premarcajem
30Painting 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 premarcajem2
31Grade 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
32Sow 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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