4._Construction_Cost_Estimate_Breakdown.xlsx
XLSX spreadsheet 32 KB Posted
- Attached to
- RPR Hanger Access Slabs Federal contract opportunity
- Solicitation number
- FA5575-16-B-0006
About this file
Constructions Cost Estimate Breakdown
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 5._Schedule_of_Material_Submittals.xlsx | XLSX spreadsheet | |
| 3._Especificaciones.pdf | ||
| 2._Specifications.pdf | ||
| FA5575-16-B-0006_Repair_Hanger_Access_Slabs.pdf | ||
| 1._Drawings.pdf |
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Text version
KTR Cost Estimate
| CONSTRUCTION COST ESTIMATE BREAKDOWN | |
| CONTRACTOR | ADDRESS |
| CONTRACT FOR (Work to be performed) | PROPOSED CONTRACT PRICE | |||||
| RPRP HANGAR ACCESS SLABS / REPARAR LOSAS DE ACCESSOS A HANGARES | ||||||
| PURCHASE REQUEST NUMBER | PROJECT NUMBER | WORK LOCATION | ||||
| QUUG 08-1045 | 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) |
| CONSTRUCTION PHASE 1 |
FASE DE CONSTRUCCIÓN 1
| 1 | Pavement perimeter sawcut. | |
| Corte con disco del perimetro del pavimento. | m | |
| 2 | Remove apron edge, restricted area, entry control point line and entry control point markings. | |
| Eliminar señal de borde de plataforma, área restringida, línea de punto de control de entrada y punto de control de entrada. | m | |
| 3 | Pavement milling, thickness 5 cm approximately, including load, sweeping, removal and transport to authorized waste manager. | |
| Fresado de pavimento, 5 cm de espesor aproximadamente, incluyendo carga, barrido, retirada y transporte a gestor autorizado de residuos. | m2 cm | |
| 4 | Shoulder base course excavation for the new shoulder, thickness 15 cm approximately, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base de arcén para el nuevo arcén, 15 cm espesor aproximadamente, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 5 | Base and subbase courses excavation at the existing shoulder for the rigid pavement extension, thickness 30 cm approximately, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base y subbase de arcén existente para la extensión del pavimento rígido, 30 cm espesor aproximadamente, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 6 | Ground excavation, thickness 36 cm approximately, at the existing shoulder for the rigid pavement extension including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de terreno, 36 cm espesor aproximadamente, en arcén existente para extensión del pavimento rígido, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 7 | Excavation, thickness 71 cm approximately, at the existing ground for the rigid pavement extension including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación, 15 cm espesor aproximadamente, en terreno existente para la extensión del pavimento rígido, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 8 | Ground excavation, thickness 35 cm approximately, for the grounding point slabs including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de terreno, 35 cm espesor aproximadamente, para losas de punto de puesta a tierra, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 9 | Plain concrete pavement removal, 36 cm thickness approximately including dowels. | |
| Retirada de pavimento de hormigón en masa, 36 cm de espesor aproximadamente, incluso pasadores. | m3 | |
| 10 | Base course excavation, thickness 20 cm approximately, a the existing hangar access apron, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base de acceso, 20 cm espesor aproximadamente, en losas existentes de acceso a hangar, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 11 | Excavation, thickness 15 cm approximately, at the subgrade of the existing hangar access apron including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación, 15 cm espesor aproximadamente, en explanada de losas existentes de acceso a hangar, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 12 | Remove the abandonned underground water line. | |
| Retirar la línea enterrada de agua abandonada. | m | |
| 13 | Remove the underground electrical duct bank. | |
| Retirar el banco de conductos eléctricos enterrado. | m | |
| 14 | Load of demolished and excavated material. | |
| Carga de material demolido y excavado. | m3 | |
| 15 | Transportation to dump of demolished & excavated material & dumping fee. | |
| Transporte a vertedero de material demolido y excavado y canon de vertido. | m3 | |
| 16 | Construct the underground pipe Ø 400 mm. | |
| Construir tubo enterrado de Ø 400 mm. | m | |
| 17 | Construct the underground electrical duct bank 6-4". | |
| Construir banco de conductos eléctricos enterrado 6-4". | m | |
| 18 | Compaction of 15 cm of subgrade to 95% Modified Proctor, including grading. | |
| Compactación de 15 cm de explanada al 95% Proctor Modificado, incluso nivelación. | m2 | |
| 19 | Base course placing and compaction, 35 cm at the new hangar access apron, included grading. | |
| Colocación y compactación de capa base, 35 cm en losas nuevas de acceso a hangar, incluso nivelación. | m3 | |
| 20 | Base course placing and compaction, 15 cm at the new shoulder, included grading. | |
| Colocación y compactación de capa base, 15 cm en nuevo arcén, incluso nivelación. | m3 | |
| 21 | Base course placing and compaction, 15 cm for the grounding point slabs included grading. | |
| Colocación y compactación de capa base, 15 cm para losas de punto de puesta a tierra, incluso nivelación. | m3 | |
| 22 | Application of double curing coat at the new hangar access apron and grounding point slabs. | |
| Aplicación de doble riego de curado en losas nuevas de acceso a hangar y losas de punto de puesta a tierra. | kg | |
| 23 | Steel dowels placing for hangar access apron pavement. | |
| Colocación de acero en barras lisas en losas de acceso a hangar. | kg | |
| 24 | Placing of vibrated Portland Cement Concrete, 36 cm thicknes, for the new hangar access apron included curing compound. | |
| Extendido de hormigón vibrado, 36 cm de espesor, en losas nuevas de acceso a hangar, incluso compuesto de curado. | m3 | |
| 25 | Joint and corner spalling repair. | |
| Reparación de rotura de borde de junta y esquina de losas. | m | |
| 26 | Construct concrete slabs for the grounding point. | |
| Construir losas de punto de puesta a tierra. | m3 | |
| 27 | Install grounding points. | |
| Instalar puntos de puesta a tierra. | u | |
| 28 | Contraction joint saw cut. | |
| Corte con disco de juntas de retracción. | m | |
| 29 | Joint sealing. | |
| Sellado de juntas. | m | |
| 30 | Application of prime coat C60BF4 IMP type, including sweeping and surface preparation. | |
| Aplicación de riego de imprimación tipo C60BF4 IMP, incluyendo barrido y preparación de superficie. | t | |
| 31 | Placing and setting up of 5 centimeters of hot mix asphalt AC16 SURF 35/50 D type. | |
| Extensión y compactación de 5 cm de espesor de asfalto en caliente tipo AC16 SURF 35/50 D. | t | |
| 32 | Paint danger markings close to the hangar doors. | |
| Pintar señales de peligro cerca de las puertas del hangar. | m2 | |
| 33 | Paint hazardous area clear zone marking close to de hangar doors. | |
| Pintar señal de zona libre de área peligrosa cerca de las puertas del hangar. | m2 | |
| 34 | Paint clear standoff zone marking. | |
| Pintar señal de zona de distancia libre. | m2 | |
| 35 | Paint no parking area marking at the fire hydrant. | |
| Pintar señal de área de prohibición de aparcamiento en hidrante de incendios. | m2 | |
| 36 | Paint fire hydrant markings. | |
| Pintat señales de hidrante de incendios. | m2 | |
| 37 | Paint hangar access apron edge markings. | |
| Pintar señales de borde de losas de acceso a hangar. | m2 | |
| 38 | Paint taxilane centerline marking. | |
| Pintar señal de eje de calle de rodaje en plataforma. | m2 | |
| 39 | Paint Entry Control Point markings. | |
| Pintar señales de Control de Entrada. | m2 | |
| 40 | Paint Entry Control Point line marking. | |
| Pintar señal de línea de Control de Entrada. | m2 | |
| 41 | Paint road centerline marking. | |
| Pintar señal de eje de vial. | m2 | |
| 42 | Paint road edge markings. | |
| Pintar señales de borde de vial. | m2 | |
| 43 | Paint stop line marking. | |
| Pintar señal de línea de detención. | m2 | |
| 44 | Paint aircraft traffic markings. | |
| Pintar señales de tráfico de aeronaves. | m2 | |
| 45 | Paint stop markings. | |
| Pintar señales de stop. | m2 | |
| 46 | 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 | |
| 47 | Sow the ground area with grass. | |
| Sembrar el área de terreno con césped. | m2 | |
| TOTAL CONSTRUCTION PHASE 1 |
TOTAL FASE DE CONSTRUCCIÓN 1
CONSTRUCTION PHASE 2
FASE DE CONSTRUCCIÓN 2
| 1 | Pavement perimeter sawcut. | |
| Corte con disco del perimetro del pavimento. | m | |
| 2 | Remove apron edge marking. | |
| Eliminar señal de borde de plataforma. | m | |
| 3 | Remove slab for equipment, slab for structure and pipe and ramp. | |
| Retirar losa para equipos, losa para estructura y tubo y rampa. | m3 | |
| 4 | Pavement milling, thickness 5 cm approximately, including load, sweeping, removal and transport to authorized waste manager. | |
| Fresado de pavimento, 5 cm de espesor aproximadamente, incluyendo carga, barrido, retirada y transporte a gestor autorizado de residuos. | m2 cm | |
| 5 | Shoulder base course excavation for the new shoulder, thickness 15 cm approximately, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base de arcén para el nuevo arcén, 15 cm espesor aproximadamente, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 6 | Base and subbase courses excavation at the existing shoulder for the rigid pavement extension, thickness 30 cm approximately, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base y subbase de arcén existente para la extensión del pavimento rígido, 30 cm espesor aproximadamente, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 7 | Ground excavation, thickness 36 cm approximately, at the existing shoulder for the rigid pavement extension including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de terreno, 36 cm espesor aproximadamente, en arcén existente para extensión del pavimento rígido, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 8 | Excavation, thickness 71 cm approximately, at the existing ground for the rigid pavement extension including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación, 15 cm espesor aproximadamente, en terreno existente para la extensión del pavimento rígido, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 9 | Ground excavation, thickness 35 cm approximately, for the grounding point slabs, slab for equipment, slab for structure and pipe and ramp including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de terreno, 35 cm espesor aproximadamente, para losas de punto de puesta a tierra, losa para equipos, losa para estructura y tubo y rampa, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 10 | Plain concrete pavement removal, 36 cm thickness approximately including dowels. | |
| Retirada de pavimento de hormigón en masa, 36 cm de espesor aproximadamente, incluso pasadores. | m3 | |
| 11 | Base course excavation, thickness 20 cm approximately, a the existing hangar access apron, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base de acceso, 20 cm espesor aproximadamente, en losas existentes de acceso a hangar, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 12 | Excavation, thickness 15 cm approximately, at the subgrade of the existing hangar access apron including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación, 15 cm espesor aproximadamente, en explanada de losas existentes de acceso a hangar, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 13 | Remove the abandonned underground water line. | |
| Retirar la línea enterrada de agua abandonada. | m | |
| 14 | Remove the underground electrical duct bank. | |
| Retirar el banco de conductos eléctricos enterrado. | m | |
| 15 | Load of demolished and excavated material. | |
| Carga de material demolido y excavado. | m3 | |
| 16 | Transportation to dump of demolished & excavated material & dumping fee. | |
| Transporte a vertedero de material demolido y excavado y canon de vertido. | m3 | |
| 17 | Construct the underground pipe Ø 400 mm. | |
| Construir tubo enterrado de Ø 400 mm. | m | |
| 18 | Construct the underground electrical duct bank 6-4". | |
| Construir banco de conductos eléctricos enterrado 6-4". | m | |
| 19 | Compaction of 15 cm of subgrade to 95% Modified Proctor, including grading. | |
| Compactación de 15 cm de explanada al 95% Proctor Modificado, incluso nivelación. | m2 | |
| 20 | Base course placing and compaction, 35 cm at the new hangar access apron, included grading. | |
| Colocación y compactación de capa base, 35 cm en losas nuevas de acceso a hangar, incluso nivelación. | m3 | |
| 21 | Base course placing and compaction, 15 cm at the new shoulder, included grading. | |
| Colocación y compactación de capa base, 15 cm en nuevo arcén, incluso nivelación. | m3 | |
| 22 | Base course placing and compaction, 15 cm for the grounding point slabs, slab for equipment, slab for structure and pipe and ramp included grading. | |
| Colocación y compactación de capa base, 15 cm para losas de punto de puesta a tierra, losa para equipos, losa para estructura y tubo y rampa, incluso nivelación. | m3 | |
| 23 | Application of double curing coat at the new hangar access apron, grounding point slabs, slab for equipment, slab for structure and pipe and ramp. | |
| Aplicación de doble riego de curado en losas nuevas de acceso a hangar, losas de punto de puesta a tierra, losa para equipos, losa para estructura y tubo y rampa. | kg | |
| 24 | Steel dowels placing for hangar access apron pavement. | |
| Colocación de acero en barras lisas en losas de acceso a hangar. | kg | |
| 25 | Placing of vibrated Portland Cement Concrete, 36 cm thicknes, for the new hangar access apron included curing compound. | |
| Extendido de hormigón vibrado, 36 cm de espesor, en losas nuevas de acceso a hangar, incluso compuesto de curado. | m3 | |
| 26 | Joint and corner spalling repair. | |
| Reparación de rotura de borde de junta y esquina de losas. | m | |
| 27 | Construct concrete slabs for the grounding point, slab for equipment, slab for structure and pipe and ramp included dowels. | |
| Construir losas de punto de puesta a tierra, losa para equipos, losa para estructura y tubo y rampa, incluso pasadores. | m3 | |
| 28 | Install grounding points. | |
| Instalar puntos de puesta a tierra. | u | |
| 29 | Install structure and pipe. | |
| Instalar estructura y tubo. | u | |
| 30 | Contraction joint saw cut. | |
| Corte con disco de juntas de retracción. | m | |
| 31 | Joint sealing. | |
| Sellado de juntas. | m | |
| 32 | Application of prime coat C60BF4 IMP type, including sweeping and surface preparation. | |
| Aplicación de riego de imprimación tipo C60BF4 IMP, incluyendo barrido y preparación de superficie. | t | |
| 33 | Placing and setting up of 5 centimeters of hot mix asphalt AC16 SURF 35/50 D type. | |
| Extensión y compactación de 5 cm de espesor de asfalto en caliente tipo AC16 SURF 35/50 D. | t | |
| 34 | Paint danger markings close to the hangar doors. | |
| Pintar señales de peligro cerca de las puertas del hangar. | m2 | |
| 35 | Paint hazardous area clear zone marking close to de hangar doors. | |
| Pintar señal de zona libre de área peligrosa cerca de las puertas del hangar. | m2 | |
| 36 | Paint clear standoff zone marking. | |
| Pintar señal de zona de distancia libre. | m2 | |
| 37 | Paint no parking area marking at the fire hydrant. | |
| Pintar señal de área de prohibición de aparcamiento en hidrante de incendios. | m2 | |
| 38 | Paint fire hydrant markings. | |
| Pintat señales de hidrante de incendios. | m2 | |
| 39 | Paint hangar access apron edge markings. | |
| Pintar señales de borde de losas de acceso a hangar. | m2 | |
| 40 | Paint taxilane centerline marking. | |
| Pintar señal de eje de calle de rodaje en plataforma. | m2 | |
| 41 | Paint towway centerline marking. | |
| Pintar señal de guía para tractor. | m2 | |
| 42 | Paint road centerline marking. | |
| Pintar señal de eje de vial. | m2 | |
| 43 | Paint road edge markings. | |
| Pintar señales de borde de vial. | m2 | |
| 44 | Paint stop line marking. | |
| Pintar señal de línea de detención. | m2 | |
| 45 | Paint aircraft traffic markings. | |
| Pintar señales de tráfico de aeronaves. | m2 | |
| 46 | Paint stop markings. | |
| Pintar señales de stop. | m2 | |
| 47 | 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 | |
| 48 | Sow the ground area with grass. | |
| Sembrar el área de terreno con césped. | m2 | |
| TOTAL CONSTRUCTION PHASE 2 |
TOTAL FASE DE CONSTRUCCIÓN 2
CONSTRUCTION PHASE 3
FASE DE CONSTRUCCIÓN 3
| 1 | Pavement perimeter sawcut. | |
| Corte con disco del perimetro del pavimento. | m | |
| 2 | Plain concrete pavement removal, 25 cm thickness approximately, included dowels at zone 1. | |
| Retirada de pavimento de hormigón en masa, 25 cm de espesor aproximadamente, incluso pasadores en zona 1. | m3 | |
| 3 | Plain concrete pavement removal, 21 cm thickness approximately, included reinforcement and dowels at zone 2. | |
| Retirada de pavimento de hormigón en masa, 21 cm de espesor aproximadamente, incluso armadura y pasadores en zona 2. | m3 | |
| 4 | Plain concrete pavement removal, 20 cm thickness approximately,included reinforcement and dowels and wash rack at zone 3. | |
| Retirada de pavimento de hormigón en masa, 20 cm de espesor aproximadamente, incluso armaduras, pasadores y lavadero en zona 3. | m3 | |
| 5 | Base and subbase courses excavation, thickness 30 cm approximately, a the existing access apron at zone 1, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base y subbase de acceso, 30 cm espesor aproximadamente, en losas existentes de plataforma de acceso en zona 1, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 6 | Base course excavation, thickness 18 cm approximately, a the existing access apron at zone 2, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base de acceso, 18 cm espesor aproximadamente, en losas existentes de plataforma de acceso en zona 2, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 7 | Base course excavation, thickness 40 cm approximately, a the existing access apron at zone 3, including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación de capa base de acceso, 40 cm espesor aproximadamente, en losas existentes de plataforma de acceso en zona 3, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 8 | Excavation, thickness 16 cm approximately, at the subgrade of the existing access apron at zone 1 including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación, 16 cm espesor aproximadamente, en explanada de plataforma existente de acceso en zona 1, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 9 | Excavation, thickness 32 cm approximately, at the subgrade of the existing access apron at zone 2 including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación, 32 cm espesor aproximadamente, en explanada de plataforma existente de acceso en zona 2, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 10 | Excavation, thickness 11 cm approximately, at the subgrade of the existing access apron at zone 3 including clearing-up, load and transportation of demolished material to authorized dump. | |
| Excavación, 11 cm espesor aproximadamente, en explanada de plataforma existente de acceso en zona 3, incluso desescombro, carga y transporte a gestor autorizado de residuo. | m3 | |
| 11 | Load of demolished and excavated material. | |
| Carga de material demolido y excavado. | m3 | |
| 12 | Transportation to dump of demolished & excavated material & dumping fee. | |
| Transporte a vertedero de material demolido y excavado y canon de vertido. | m3 | |
| 13 | Compaction of 15 cm of subgrade to 95% Modified Proctor, including grading. | |
| Compactación de 15 cm de explanada al 95% Proctor Modificado, incluso nivelación. | m2 | |
| 14 | Base course placing and compaction, 35 cm at the new access apron, included grading. | |
| Colocación y compactación de capa base, 35 cm enplataforma de acceso, incluso nivelación. | m3 | |
| 15 | Base course placing and compaction, 33 cm at the new shoulder, included grading. | |
| Colocación y compactación de capa base, 33 cm en nuevo arcén, incluso nivelación. | m3 | |
| 16 | Application of double curing coat at the new access apron. | |
| Aplicación de doble riego de curado en plataforma de acceso. | kg | |
| 17 | Construct drainage for the wash rack. | |
| Construir drenaje para lavadero. | u | |
| 18 | Steel dowels placing for access apron. | |
| Colocación de acero en barras lisas en plataforma de acceso. | kg | |
| 19 | Placing of vibrated Portland Cement Concrete, 36 cm, included curing compound and wash rack. | |
| Extendido de hormigón vibrado, 36 cm, incluso compuesto de curado y lavadero. | m3 | |
| 20 | Joint and corner spalling repair. | |
| Reparación de rotura de borde de junta y esquina de losas. | m | |
| 21 | Contraction joint saw cut. | |
| Corte con disco de juntas de retracción. | m | |
| 22 | Joint sealing. | |
| Sellado de juntas. | m | |
| 23 | Application of prime coat C60BF4 IMP type, including sweeping and surface preparation. | |
| Aplicación de riego de imprimación tipo C60BF4 IMP, incluyendo barrido y preparación de superficie. | t | |
| 24 | Placing and setting up of 5 centimeters of hot mix asphalt AC16 SURF 35/50 D type. | |
| Extensión y compactación de 5 cm de espesor de asfalto en caliente tipo AC16 SURF 35/50 D. | t | |
| 25 | Paint access apron edge markings. | |
| Pintar señales de borde de plataforma de acceso. | m2 | |
| 26 | Paint road centerline marking. | |
| Pintar señal de eje de vial. | m2 | |
| 27 | Paint stop line marking. | |
| Pintar señal de línea de detención. | m2 | |
| 28 | Paint stop markings. | |
| Pintar señales de stop. | m2 | |
| 29 | Paint parking stall line markings. | |
| Pintar señales de línea de plaza de aparcamiento. | m2 | |
| 30 | 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 | |
| 31 | Sow the ground area with grass. | |
| Sembrar el área de terreno con césped. | m2 | |
| TOTAL CONSTRUCTION PHASE 3 |
TOTAL FASE DE CONSTRUCCIÓN 3
SUMMARY
RESUMEN
TOTAL CONSTRUCTION PHASE 1
TOTAL FASE DE CONSTRUCCIÓN 1
TOTAL CONSTRUCTION PHASE 2
TOTAL FASE DE CONSTRUCCIÓN 2
TOTAL CONSTRUCTION PHASE 3
TOTAL FASE DE CONSTRUCCIÓN 3
TOTAL
TOTAL
| OVERHEAD BREAKDOWN | TOTAL MATERIAL COST |
| PROJECT SUPERINTENDENT | TOTAL LABOR COST |
| QUALITY CONTROL MANAGER | TOTAL MATERIAL EXECUTION COST |
| SAFETY MANAGER | OVERHEAD |
| ENGLISH SPEAKING REPRESENTATIVE | PROFIT |
| OTHER OVERHEAD COSTS | TOTAL COST ESTIMATE |
| TOTAL OVERHEAD BREAKDOWN |
DATE: FIRM NAME:
| TITLE: | BY: | ||
| (Signature) | |||
| These costs and overhead and profit percentages will be applied in any possible future modifications |
&"Times New Roman,Regular"Page &P of &N
Instructions for Completing
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 10, 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, 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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