1680001 C-103 (R1).pdf

PDF 414 KB Posted

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 includes structural concrete works, masonry, metal roofs, dry walls, electrical, plumbing, HVAC, security, communications, and fire protection systems. Interested offerors must be legally registered construction companies in Panama with a presence in country. The anticipated contract value ranges from $900,000 to $1.2 million USD with a performance period of 300 calendar days. The solicitation will require performance and payment bonds of 50% and 25% of the contract value 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 and will include instructions for obtaining solicitation documents at no cost.

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Other files

File Type Posted
210729 _ RFI Final Response 3.pdf PDF
1680001 A-302 (R2).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
1680001 S-301 (R2).pdf PDF
1680001 S-502 (R2).pdf PDF
1680001 S-503 (R2).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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RESINA EPOXICA (SIKA DUR HI MOD)

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LOSA NUEVA

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LOSA EXISTENTE

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EST. N°3 @ 0.45 C.A.C.

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AutoCAD SHX Text CAPA BASE DE 0.10m DE ESPESOR MINIMA

AutoCAD SHX Text PAVIMENTO NUEVO DE CONCRETO DE CEMENTO PORTLAND DE 650Lbs/plg2 A LOS 28 DIAS DE FLEXION LA APERTURA DEL TRAFICO DE 0.20m. MINIMO DE ESP.

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PAVIMENTO EXISTENTE

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CELOTEX SIMILAR IMPREGNADO DE ASFALTO

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RANURA PRODUCIDA AL MOMENTO DEL VACIADO

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RELLENAR CON MATERIAL SELLA JUNTAS BORDE REBAJADO CON RADIO = "38"

AutoCAD SHX Text PERFORAR UN ORIFICIO DE 0.019m. (34) x 0.23m. DE PROFUNDIDAD CADA 0.60m. C.@C. Y COLOQUE BARRAS DE EMPALME #4 DEFORMADAS DE 0.46m. DE LONGITUD UTILIZAR EPOXICO DE ANCLAJE.

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RANURA CORTADA CON SIERRA MECANICA SELLAR CON MATERIAL BITUMINOSO

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SELLAR CON MATERIAL BITUMIOSO

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ESTA MITAD DE LA BARRA DEBE SER PINTADA O ENGRASADA

AutoCAD SHX Text BARRA LISA #8x0.40 @ 0.30 c.a.c.

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CASQUILLO DE EXPANSION

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CELOTEX O SIMILAR IMPREGNADO DE ASFALTO

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AutoCAD SHX Text 5.0%

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RELLENO COMPACTADO

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SUB-BASE COMPACTADA

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CAPA BASE DE AGREGADO ESTABILIZADO Y COMPACTADO

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SELLO BITUMINOSO

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PAVIMENTO

AutoCAD SHX Text PERFORAR UN ORIFICIO DE 0.019m. (34") x 0.23m. DE PROFUNDIDAD CADA 0.60m. C.A.C. Y COLOQUE BARRAS DE EMPALME #4 LINEA DE 0.45m. DE LONGITUD UTILIZAR CONCRETO EXPANSIVO.

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PAVIMENTO EXISTENTE

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SELLAR CON BITUMIOSO

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PAVIMENTO NUEVO

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MATERIAL SELECTO

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CAPA BASE DE AGREGADO ESTABILIZADO Y COMPACTADO

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SELLAR CON MATERIAL BITUMIOSO

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ESTA MITAD DEBE SER PINTADA O ENGRASADA

AutoCAD SHX Text BARRA LISA #3x0.40 @ 0.50 c.a.c.

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CELOTEX O SIMILAR IMPREGNADO DE ASFALTO

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SELLAR CON MATERIAL BITUMIOSO

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ESTA MITAD DE LA BARRA DEBE SER PINTADA O ENGRASADA

AutoCAD SHX Text BARRA LISA #4x0.75 @ 0.60 c.a.c.

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CELOTEX O SIMILAR IMPREGNADO DE ASFALTO

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AutoCAD SHX Text N.S.N.

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(ACERA) PISO DE HORM PISO DE HORM ACABADO FLOTA DE MADERA

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RELLENO COMPACTO

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VER DETALLE

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VER DETALLE

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NIVEL DE SUELO

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PASADOR CON SU FUNDACIÓN DE ANCLAJE (VER DETALLE EN HOJA #3)

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AutoCAD SHX Text E 70-18

AutoCAD SHX Text E 70-18

AutoCAD SHX Text E 70-18

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TUBO DE ACERO 2" NOMINAL ( DIA. EXT. 6.03 CM)/2"

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DISTANCIA MAXIMA DE SEPARACION

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STRETCHER BAR, WIRE SIM

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CARRIAGE BOLT

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#6 GA. ALAMBRE DE ACERO

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TUBO INFERIOR GALV. 2"

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6X20 TENSIÓN BAR

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0.05X0.05 MALLA CYCLÓN CAL.9

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25 @ 400 GANCHOSUJETADOR GALV.

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TUBO AC. GALV. ESTRUCT. 2"

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3X25 @ 60 ABRAZADERA AC. GALV.

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SUELO COMPACTO

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CONCRETO 350 K/CM²

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MIN. ESPESOR DE TUBO T= 0.16"(0.406 CM)

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TUBO DE ACERO GRADO 36MIN. KIP/PUL²

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3.5° (8.89 CM)DIA. EXT.(0.0.)/(3° NOMINAL)

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PUNTA=4" ESQUINA=3"

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JUNTA DE EXPANSION (VER DETALLE)

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JUNTA DE EXPANSION (VER DETALLE)

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JUNTA LONGITUDINAL (VER DETALLE)

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JUNTA DE EXPANSION (VER DETALLE)

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JUNTA DE CONSTRUCCION (VER DETALLE)

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SE APLICA PARA FINAL DE CADA JORNADA DE VACIADO

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JUNTA DE EXPANSION (VER DETALLE)

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JUNTA DE EXPANSION (VER DETALLE)

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JUNTA DE EXPANSION (VER DETALLE)

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XX DE XX

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STAMP

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SHEET NO.

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GRAPHIC SCALE(S)

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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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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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CD

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CD

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FC

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DETALLES DE PAVIMENTO

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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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%%UDETALLE DE EMPLAME DE LOSA

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ESCALA/SCALE 1:20

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%%UJUNTA DE CONTRACCION

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ESCALA/SCALE 1:20

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%%UDETALLE DE CORDON CUNETA

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%%UJUNTA DE EXPANSION

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ESCALA/SCALE 1:20

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%%UDETALLE DE EMPALME DE LOSA

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ESCALA/SCALE 1:20

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%%UJUNTA TRANSVERSAL DE CONSTRUCCION

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ESCALA/SCALE 1:20

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%%UJUNTA LONGITUDINAL DE CONSTRUCCION

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ESCALA/SCALE 1:20

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%%UUBICACION DE LAS JUNTAS DE PAVIMENTO

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ESCALA/SCALE 1:20

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%%UDET. LOSA NUEVA A EXISTENTE

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ESCALA/SCALE 1:20

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%%UDETALLE TIPICO DE ACERA

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%%UDETALLE PORTON DE MALLA CYCLON

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ESCALA/SCALE 1:25

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%%UDET.FUND. TUBO PUERTA

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ESCALA/SCALE 1:25

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%%UPLANTA POSTE FINAL

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%%UDET. BASE DE POSTE

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ESCALA/SCALE 1:25

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%%UDET. AMARRE A POSTES INTERMEDIOS

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ESCALA/SCALE 1:25

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