1680001 A-302 (R2).pdf

PDF 2 MB Posted

Attached to
(RFP) Refurbishment of Building into Maintenance Shops located at Gamboa, Province of Colon, Republic of Panama
Solicitation number
33330221RF0010028
Issued by

About this file

Written by GovTribe AI ·

This notice provides information on an upcoming solicitation for the refurbishment of a building in Gamboa, Panama. The Smithsonian Institution intends to solicit proposals to remodel an existing facility into maintenance shops. The project value is estimated between $0.9 million to $1.2 million, with a period of performance of 300 calendar days. Interested offerors must have a DUNS number and SAM registration. Proposals are due on June 8, 2021 and will be evaluated for technical acceptability and cost. The contract will require performance and payment bonds of 50% and 25% respectively. The selected contractor must have experience with similar construction projects in Panama and be licensed to operate there. The solicitation will provide additional requirements for structural, mechanical, electrical and other construction work. English language proficiency is necessary for all documentation and communication.

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210729 _ RFI Final Response 3.pdf PDF
1680001 S-201 (R1).pdf PDF
1680001 S-506 (R1).pdf PDF
Hinge Assembly.png PNG image
1680001 S-102 (R2).pdf PDF
1680001 S-104 (R1).pdf PDF
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1680001 S-502 (R2).pdf PDF
1680001 S-503 (R2).pdf PDF
1680001 C-103 (R1).pdf PDF
Amendment 3.pdf PDF
210726 _ RFI Final Response 2.pdf PDF
Amendment 2.pdf PDF
SOV_Maintenance Shop at Gamboa - REV2.xls XLS spreadsheet
1680001 S-503 (R1).pdf PDF
1680001 P-601 (R1).pdf PDF
Answer to question 145.PNG PNG image
1680001 A-202 (R1).pdf PDF
1680001 A-112 (R1).pdf PDF
1680001 E-100 (R1).pdf PDF
1680001 S-505 (R1).pdf PDF
1680001 P-001 (R1).pdf PDF
Gamboa Infrastructure for reference 01.jpg JPG image
1680001 A-602 (R1).pdf PDF
SOV_Maintenance Shop at Gamboa - REV.xls XLS spreadsheet
1680001 S-502 (R1).pdf PDF
1680001 A-201 (R1).pdf PDF
1680001 P-101 (R1).pdf PDF
Answer to Question 26.jpg JPG image
1680001 E-601 (R1).pdf PDF
16336-S-102_R1.pdf PDF
Answer to question 68.pdf PDF
16336-S-301_R1.pdf PDF
Answer to question 63.PNG PNG image
16336-S-501_R1.pdf PDF
1680001 E-121 (R1).pdf PDF
Answer to question 46.PNG PNG image
1680001 F-501 (R1).pdf PDF
1680001 C-101 (R1).pdf PDF
33330221RF0010028 Amendment 1.pdf PDF
1680001 A-301 (R1).pdf PDF
1680001 A-401 (R1).pdf PDF
Attachment 5 Contractor COVID-19 Prevention and Control Plan Guidelines.pdf PDF
Attachment 4 GamboaShop Specs 8June2021 Update.pdf PDF
33330221RF0010028.pdf PDF
Attachment 1 Drawings_Gamboa_Maint Shop.pdf PDF
Attachment 2 GAMBOASHOP_SCOPEOFWORK (SOW).pdf PDF
Attachment 3 SOV_Maintenance Shop at Gamboa.xls XLS spreadsheet
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McKINNEY INTERNACIONAL

McKINNEY AND COMPANY ingenierosarquitectos planificadores

20 JULY 2021 - BID REVIEW

28 JULY 2021 - BID REVIEW

AutoCAD SHX Text TECHO DE STANDING SEAM CAL.22 BLANCO CON AISLAMIENTO DOW THERMAX BLANCO 1" O SIMILAR POR DEBAJO STANDING SEAM GA.22 WHITE COLOR WITH DOW THERMAX WHITE FINISH 1" OR SIMILAR INSULATION UNDERNEATH

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PUERTA ENRROLLABLE ROLLING DOOR

AutoCAD SHX Text NUEVA PARED DE BLOQUES REPELLADA CON ADITIVO IMPERMEABILIZANTE Y PINTADA. NEW CMU WALL PARGED WITH PARGED WITH PARGED WITH WEATHERPROOFING ADITIVE & PAINTED.

AutoCAD SHX Text PARED STANDING SEAM CAL.22 COLOR BLANCO CON AISLAMIENTO DOW THERMAX BLANCO 1" O SIMILAR POR DETRAS STANDING SEAM METAL WALL GA.22 WHITE COLOR WITH DOW THERMAX WHITE FINISH 1" OR SIMILAR INSULATION BEHIND

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COLUMNA DE ACERO STEEL COLUMN

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VIGA DE ACERO STEEL BEAM

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LOSA METAL DECK METAL DECK SLAB

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CANAL DE PISO TRENCH DRAIN

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AutoCAD SHX Text NUEVA PARED DE BLOQUES REPELLADA CON ADITIVO IMPERMEABILIZANTE Y PINTADA. NEW CMU WALL PARGED WITH PARGED WITH PARGED WITH WEATHERPROOFING ADITIVE & PAINTED.

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NIVEL SUPERIOR DE VIGA UPPER LEVEL OF BEAM

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NIVEL SUPERIOR DE VIGA UPPER LEVEL OF BEAM

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CABALLETE RIDGE CAP

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CARRIOLAS 6" DE ACERO GALVANIZADO CAL.16 STEEL PURLIN 6" GA.16

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NIVEL DE PISO EXISTENTE EXISTING FLOOR LEVEL

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DETALLE DE FUNDACION FUNDATION DETAIL ESC. 1:20

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ACERA EXTERIOR EXISTENTE EXISTING EXTERIOR SIDEWALK

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PISO DE CONCRETO CONCRETE FLOOR

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COLUMNA NUEVA NEW COLUMN

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ZAPATA / FOOTINGFOOTING

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AutoCAD SHX Text #4@ 0.45

AutoCAD SHX Text BLOQUES DE 6" RELLENOS DE CONCRETO HASTA 0.60M DE ALTURA + REPELLO LISO AMBAS CARAS. 6" MASONRY WALL CONCRETE FILLED HEIGHT UP TO 0.60M + SMOOTH PLASTER

AutoCAD SHX Text ZAPATA CORRIDA+ACERO 2#4 ESTRIBOS #3 @0.30 CONTINUOS FOOTING+STEEL CONTINUOS 2#4 STIRRUP # @0.30

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AutoCAD SHX Text RELLENO DE 1 PIE DE PROFUNDIDAD, PARA TODOS LOS ELEMENTOS ESTRUCTURALES (VIGAS SISMICAS, LOSA, ZAPATAS, ETC.). CAPA BASE CON MATERIAL SELECTO, COMPACTO AL 95% DE DE DE PROCTOR STANDARD COMPACT FILL 95%

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DETALLE DE FUNDACION FUNDATION DETAIL ESC. 1:20

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PLATO DE ACERO STEEL PLATE

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PISO DE CONCRETO CONCRETE FLOOR

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COLUMNA NUEVA NEW COLUMN

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USAR SIKADUR 32 USE SIKADUR 32

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LECHADA GROUT

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ZAPATA / FOOTINGFOOTING

AutoCAD SHX Text V.S. 114/S.B. 114114/S.B. 114S.B. 114

AutoCAD SHX Text RELLENO DE 1 PIE DE PROFUNDIDAD, PARA TODOS LOS ELEMENTOS ESTRUCTURALES (VIGAS SISMICAS, LOSA, ZAPATAS, ETC.). CAPA BASE CON MATERIAL SELECTO, COMPACTO AL 95% DE DE DE PROCTOR STANDARD COMPACT FILL 95%

AutoCAD SHX Text RELLENO DE 1 PIE DE PROFUNDIDAD, PARA TODOS LOS ELEMENTOS ESTRUCTURALES (VIGAS SISMICAS, LOSA, ZAPATAS, ETC.). CAPA BASE CON MATERIAL SELECTO, COMPACTO AL 95% DE PROCTOR STANDARD DE PROCTOR STANDARD DE PROCTOR STANDARD COMPACT FILL 95%

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PISO DE CONCRETO CONCRETE FLOOR

AutoCAD SHX Text #3 @ 0.30 A/D

AutoCAD SHX Text N.P.A./F.F.E.F.F.E.

AutoCAD SHX Text RELLENO DE CAPA BASE CON MATERIAL SELECTO, COMPACTO AL 95% DE DE DE PROCTOR STANDARD COMPACT FILL 95%

AutoCAD SHX Text RESISTENCIA DEL CONCRETO 280kg/cm2 (4,000lb/plg2) CONCRETE RESISTANCE 280kg/cm2 (4,000lb/plg2)

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SUELO NATURAL

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PISO DE CONCRETO CONCRETE FLOOR

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AutoCAD SHX Text ZAPATA CORRIDA+ACERO 2#4 ESTRIBOS #3 @0.30 CONTINUOS FOOTING+STEEL CONTINUOS 2#4 STIRRUP # @0.30

AutoCAD SHX Text RELLENO DE CAPA BASE CON MATERIAL SELECTO, COMPACTO AL 95% DE DE DE PROCTOR STANDARD COMPACT FILL 95%

AutoCAD SHX Text BLOQUES DE 6" RELLENOS DE CONCRETO HASTA 0.60M DE ALTURA + REPELLO LISO AMBAS CARAS. 6" MASONRY WALL CONCRETE FILLED HEIGHT UP TO 0.60M + SMOOTH PLASTER

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SUELO NATURAL

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SEQUENCE

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TYPE

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DISCIPLINE

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CHECKED BY

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DESIGNED BY

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CD

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FC

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REMODELACION

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REMODEL

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CORREG. DE CRISTOBAL, DISTRITO DE COLON

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SANTA CRUZ, GAMBOA

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EDIFICIO #78

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SECCION

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SC03

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/SECTIONSECTION

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13 DE 57

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SHEET NO.

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BUILDING NAME

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DATE

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REVISION 1

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REVISION

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SUBMISSION

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REVISION 2

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REVISION 3

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REVISION 4

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REVISION 5

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REVISION 6

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REVISION

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WORKING STAFF

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DRAWING TYPE

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DRAWING TITLE

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PROJECT TITLE

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A/E PROJECT NUMBER

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OFEO PROJECT NUMBER

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ADDRESS

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8 JUN 2021

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CONSTRUCCION

AutoCAD SHX Text Washington DC 20024-2520

AutoCAD SHX Text Office of Facilities Engineering and Operations

AutoCAD SHX Text 600 Maryland Avenue S.W. Suite 5001

AutoCAD SHX Text www.mckinneyinternacional.com

AutoCAD SHX Text AVENIDA BALBOA, TORRE BAC, PISO 17 APARTADO 0833-0209, PLAZA PANAMA REPUBLICA DE PANAMA (507) 265-0165 Fax: (507) 265-1185

AutoCAD SHX Text 100 SOUTH RAILROAD AVE. ASHLAND, VIRGINIA 23005 ESTADOS UNIDOS DE AMERICA (804) 798-1451 Fax: (804) 798-7072

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DETALLE

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/DETAILDETAIL

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DETALLE

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/DETAILDETAIL

Sheets and Views
A-302

File details come from the government source that posted it. Updated .