1680001 S-201 (R1).pdf

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

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This pre-solicitation notice announces the Smithsonian Institution's intent to solicit proposals for the remodeling of an existing building in Gamboa, Panama into marine and facilities maintenance shops. The project scope involves structural concrete works, masonry, metal roofs, dry walls, electrical, plumbing, HVAC, security, communications, and fire protection/life safety systems. Interested offerors must be legally registered construction companies in Panama with a presence in country. The anticipated contract value ranges from $0.9 million to $1.2 million, with a performance period of 300 calendar days. The solicitation will require performance and payment bonds of 50% and 25% of the construction cost respectively, as well as commercial general liability insurance of $1 million. The request for proposal is scheduled for publication on June 8, 2021 on FBO.gov.

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File Type Posted
210729 _ RFI Final Response 3.pdf PDF
1680001 A-302 (R2).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
1680001 S-301 (R2).pdf PDF
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

28 JULY 2021 - BID REVIEW

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AutoCAD SHX Text Norma de acero laminado/Norm: ANSI/AISC 360-10 (LRFD)

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COLUMNA DE CONCRETO EXISTENTE EXISTING CONCRETE COLUMN

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PLANTA/ PLAN PLAN (COLUMNA/COLUMN)

AutoCAD SHX Text PLATINA DE 3"x " 14" @200mm (C@C) PLATEN 3"x " 14" @200mm

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COLUMNA DE CONCRETO EXISTENTE/ EXISTING COLUMN

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PERNO EXPANSIVOS DE " X 3" 34" X 3"34" X3" EXPANSIONBOLTS

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E-6011 SMAW

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PERNO EXPANSIVOS DE " X 3" 34" X 3"34" X3" EXPANSIONBOLTS

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COLUMNA DE CONCRETO EXISTENTE REFORZADA / REINFORCED EXISTING CONCRETE COLUMN

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VIGA DE CONCRETO EXISTENTE / EXISTING EXISTING CONCRETE BEAM

AutoCAD SHX Text PLATINA HORIZONTAL DE " CON PERNOS 316" CON PERNOS EXPANSIVOS DE " X 2" (A/L) / " 12" X 2" (A/L) / 316" PLATE ON BOTHS SIDES, " X2" 12" X2"EXPANSION BOLTS

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ELEVACION / ELEVATIONELEVATION

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L/4 TOTAL BEAM LENGTH

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L/4 TOTAL BEAM LENGTH

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SC01

AutoCAD SHX Text PLATINA DE 3"x " 14" @200mm (C@C) PLATEN 3"x " 14" @200mm

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AutoCAD SHX Text PLATINA HORIZONTAL DE " CON 316" CON PERNOS EXPANSIVOS DE " X 2" 12" X 2"(A/L) / " PLATE ON BOTHS 316" PLATE ON BOTHS SIDES, " X2" EXPANSION BOLTS12" X2" EXPANSION BOLTS

AutoCAD SHX Text REFUERZO POR TENSION EN VIGAS: PLATINA DE 6"X " CON PERNOS DE 316" CON PERNOS DE EXPANSION DE " X2" (LARGO) @ 0.20M 34" X2" (LARGO) @ 0.20MDEBAJO Y A LO LARGO DE LA VIGA / TENSION REINFORCEMENT IN BEAMS: 6"X " PLATE WITH " X2" EXPANSION 316" PLATE WITH " X2" EXPANSION 34" X2" EXPANSIONBOLTS @ 0.20M

AutoCAD SHX Text COLUMNA DE ACERO, APERNADA A VIGAS DE CONCRETO EXISTENTE, REFERIRSE A DETALLE EN HOJA S-506

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VISTA DE FONDO DE VIGA / PLAN VIEW BEAM UNDERSIDE PLAN VIEW BEAM UNDERSIDE

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VIGA DE CONCRETO EXISTENTE EXISTING CONCRETE BEAMEXISTING CONCRETE BEAM

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SECCION/SECTION SECTION (VIGA/BEAM)

AutoCAD SHX Text REFUERZO POR TENSION EN VIGAS: PLATINA DE 6"X " CON PERNOS DE 316" CON PERNOS DE EXPANSION DE " X2" (LARGO) @ 0.20M 34" X2" (LARGO) @ 0.20MDEBAJO Y A LO LARGO DE LA VIGA / TENSION REINFORCEMENT IN BEAMS: 6"X " PLATE WITH " X2" EXPANSION 316" PLATE WITH " X2" EXPANSION 34" X2" EXPANSIONBOLTS @ 0.20M

AutoCAD SHX Text PEGAMENTO EPOXICO DE 2 COMPONENTES APLICADO ENTRE VIGA EXISTENTE Y PLATINA / 2 COMPONENT 2 COMPONENT EPOXY ADHESIVE BETWEEN BEAM AND PLATE

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AutoCAD SHX Text PLATINA HORIZONTAL DE " CON 316" CON PERNOS EXPANSIVOS DE " X 2" 12" X 2"(A/L) / " PLATE ON BOTHS 316" PLATE ON BOTHS SIDES, " X2" EXPANSION BOLTS12" X2" EXPANSION BOLTS

AutoCAD SHX Text REFUERZO POR TENSION EN VIGAS: PLATINA DE 6"X " PLATINA DE 6"X " 316" CON PERNOS DE EXPANSION DE " X2" (LARGO) @ 34" X2" (LARGO) @0.20M DEBAJO Y A LO LARGO DE LA VIGA / TENSION REINFORCEMENT IN BEAMS: 6"X " PLATE 6"X " PLATE 316" PLATE WITH " X2" EXPANSION BOLTS @ 0.20M34" X2" EXPANSION BOLTS @ 0.20M

AutoCAD SHX Text PEGAMENTO EPOXICO DE 2 COMPONENTES APLICADO ENTRE VIGA EXISTENTE Y PLATINA / 2 COMPONENT EPOXY ADHESIVE 2 COMPONENT EPOXY ADHESIVE BETWEEN BEAM AND PLATE

AutoCAD SHX Text PROPIEDADES DE LOS MATERIALES: : (PARA REFUERZO DE VIGAS Y COLUMNAS) PLANCHAS: ACERO ASTM A36; Fy = 2530 kg/cm2 ACERO ASTM A36; Fy = 2530 kg/cm2 PERFILES: ACERO A-50; Fy = 3500 kg/cm2 ACERO A-50; Fy = 3500 kg/cm2 TUBERIAS: ACERO ASTM A-53 GRADO B, DONDE SE INDICA; ACERO ASTM A-53 GRADO B, DONDE SE INDICA; Fy = 2460 kg/cm2 (TUBOS CUADRADO SIN COSTURA) SOLDADURA: SOLDADURA MANUAL PROCESO SMAW, ELECTRODOS SOLDADURA MANUAL PROCESO SMAW, ELECTRODOS E60XX; NORMAS AWS D1.1 SOLDADURA DE ARCO SUMERGIDO PROCESO SAW; NORMAS AWS D1.1 ANCLAJES: BARRAS ESTRIADAS, GRADO A-42, Fy = 4200 kg/cm2, BARRAS ESTRIADAS, GRADO A-42, Fy = 4200 kg/cm2, CON ROSCA SUBSTANDARD Y TUERCA PESADA O ANCLAJE HITLI.

AutoCAD SHX Text NOTA: : PARA EL REFUERZO DE LAS VIGAS Y COLUMNAS, EL CONTRATISTA TENDRA QUE LOCALIZAR LAS BARRAS EXISTENTES Y EVITAR ALTERAR O TOCAR ESTAS BARRAS EXISTENTES. UNA VEZ LOCALIZADA ESTAS BARRAS, SE ESCOGERAN PUNTOS DONDE SE VAN A INSTALAR LOS PERNOS EXPANSIVOS, QUE PUEDEN SER DE 2 PLGS. SE RECOMIENDA UN ESPACIAMIENTO MAXIMO DE 20 CMS. ESTO QUIERE DECIR QUE HABRAN LUGARES EN DONDE LOS ESPACIADOS SERAN DE 10 O 15 CMS SEGUN SEA EL CASO. FOR THE REINFORCEMENT OF THE BEAMS AND COLUMNS, THE CONTRACTOR WILL HAVE TO LOCATE THE EXISTING BARS AND AVOID ALTERING OR TOUCHING THESE EXISTING BARS. ONCE LOCATED THESE BARS, POINTS ARE CHOSEN WHERE THE EXPANSIVE BOLTS ARE TO BE INSTALLED, THAT CAN BE 2 PLGS. A MAXIMUM SPACE OF 20 CMS IS RECOMMENDED. THIS WANTS TO SAY THAT THERE WILL BE PLACES WHERE THE SPACES WILL BE OF 10 OR 15 CMS ACCORDING TO THE CASE.

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STAMP

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AutoCAD SHX Text Smithsonian

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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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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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SEQUENCE

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TYPE

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DISCIPLINE

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CHECKED BY

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DRAWN BY

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DESIGNED BY

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DW

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FC

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DW

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ELEVACION/ELEVATION

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STRUCTURAL ELEVATION

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ELEVACION ESTRUCTURAL

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REMODELACION

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REMODEL

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CORREG. DE ANCON, DISTRITO DE PANAMA

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SANTA CRUZ, GAMBOA

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EDIFICIO #78

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26 DE 57

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ISOMETRICO ESTRUCTURAL/ STRUCTURAL ISOMETRIC ESC 1:50

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REINFORCEMENT EXISTING COLUMN

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ESCALA 1:10

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DT01

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ELEVATION

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ESCALA 1:10

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EL01

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DETALLE REFUERZO COLUMNA EXISTENTE /

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ELEVACION/

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ELEVATION

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ESCALA 1:10

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EL03

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ELEVACION/

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REINFORCEMENT EXISTING BEAM DETAIL

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ESCALA 1:10

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DETALLE REFUERZO VIGA EXISTENTE /

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ELEVATION

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ESCALA 1:10

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EL02

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ELEVACION/

Sheets and Views
S-201

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