1680001 S-506 (R1).pdf

PDF 371 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

About this file

Written by GovTribe AI ·

This document provides details for a federal contract opportunity to remodel an existing building in Gamboa, Panama into maintenance shops for the Smithsonian Institution. The solicitation will seek to refurbish the approximately 9,000 square foot building into marine and facilities maintenance shops, including structural concrete work, masonry, metal roofing, drywall, electrical, plumbing, HVAC, security, communications, and fire protection systems. Interested offerors must be legally registered and licensed as a construction company in Panama with a presence in Panama. The contract value is estimated between $900,000 to $1.2 million with a 300 calendar day period of performance from notice to proceed. The selected contractor must submit payment and performance bonds of 25% and 50% of the construction cost respectively, as well as various insurance requirements. The pre-solicitation notice states the request for proposal will be issued on June 8, 2021 via SAM.gov and responses will be evaluated based on technical acceptability and cost.

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210729 _ RFI Final Response 3.pdf PDF
1680001 A-302 (R2).pdf PDF
1680001 S-201 (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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EJES

EXIST.

McKINNEY INTERNACIONAL

McKINNEY AND COMPANY ingenierosarquitectos planificadores

28 JULY 2021 - BID REVIEW

AutoCAD SHX Text Espesor placa base/Base plate thick: 16 mm

AutoCAD SHX Text Orient anchor to center of plate

AutoCAD SHX Text Perno/ Bolt: %%C19.05 mm, A-307

AutoCAD SHX Text Soldadura/Weld

AutoCAD SHX Text Detalle Anclaje Perno/

AutoCAD SHX Text Placa base/Base Plate

AutoCAD SHX Text Mortero de nivelación/Leveling grout

AutoCAD SHX Text Hormigón/ Concrete: f'c=280

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Espesor/Thick: 6 mm

AutoCAD SHX Text Dimensiones Placa/ Plate Dimensions = 450x450x16 mm ( ASTM A 36 36 ksi )

AutoCAD SHX Text Pernos/ Bolts = 6%%C19.05 mm, A-307

AutoCAD SHX Text Ref. pilares/ Pedestal Ref. :

AutoCAD SHX Text N6 (C16)=N10 (C5)=N13 (C2)=N14 (C3)=N15 (C4)

AutoCAD SHX Text Escala/Scale 1 : 10

AutoCAD SHX Text Espesor placa base/Base plate thick: 16 mm

AutoCAD SHX Text Orientar anclaje al centro de la placa/

AutoCAD SHX Text Perno/Bolt: %%C19.05 mm, A-307

AutoCAD SHX Text Soldadura/Weld

AutoCAD SHX Text Detalle Anclaje Perno/

AutoCAD SHX Text Placa base/Base plate

AutoCAD SHX Text Mortero de nivelación/Leveling grout

AutoCAD SHX Text Hormigón/Concrete: f'c=280

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Espesor: 6 mm

AutoCAD SHX Text Dimensiones Placa/ Plate Dimensions = 450x450x16 mm ( ASTM A 36 36 ksi )

AutoCAD SHX Text Pernos/ Bolts = 6%%C19.05 mm, A-307

AutoCAD SHX Text Ref. pilares/ Pedestal Ref. :

AutoCAD SHX Text N2 (C12)=N3 (C13)

AutoCAD SHX Text Escala 1 : 10

AutoCAD SHX Text Espesor placa base/Base plate thick: 16 mm

AutoCAD SHX Text Orientar anclaje al centro de la placa/

AutoCAD SHX Text Perno/Bolt: %%C19.05 mm, A-307

AutoCAD SHX Text Soldadura/Weld

AutoCAD SHX Text Detalle Anclaje Perno/

AutoCAD SHX Text Placa base/Base plate

AutoCAD SHX Text Mortero de nivelación/Leveling grout

AutoCAD SHX Text Hormigón/Concrete: f'c=280

AutoCAD SHX Text Dimensiones Placa/ Plate Dimensions = 375x375x16 mm ( ASTM A 36 36 ksi )

AutoCAD SHX Text Pernos/ Bolts = 4%%C19.05 mm, A-307

AutoCAD SHX Text Ref. pilares/ Pedestal Ref. :

AutoCAD SHX Text N4 (C14)=N5 (C15)

AutoCAD SHX Text Escala 1 : 10

AutoCAD SHX Text Espesor placa base/Base plate thick: 16 mm

AutoCAD SHX Text Orientar anclaje al centro de la placa/

AutoCAD SHX Text Perno/Bolt: %%C19.05 mm, A-307

AutoCAD SHX Text Soldadura/Weld

AutoCAD SHX Text Detalle Anclaje Perno/

AutoCAD SHX Text Placa base/Base plate

AutoCAD SHX Text Mortero de nivelación/Leveling grout

AutoCAD SHX Text Hormigón/Concrete: f'c=280

AutoCAD SHX Text Dimensiones Placa/ Plate Dimensions = 375x375x16 mm ( ASTM A 36 36 ksi )

AutoCAD SHX Text Pernos/ Bolts = 4%%C19.05 mm, A-307

AutoCAD SHX Text Ref. pilares/ Pedestal Ref. :

AutoCAD SHX Text N7 (C10)=N8 (C9)=N9 (C6)=N18 (C8)

AutoCAD SHX Text Escala 1 : 10

AutoCAD SHX Text Anchor Bolt Detail

AutoCAD SHX Text Orientar anclaje al centro de la placa/

AutoCAD SHX Text Orient anchor to center of plate

AutoCAD SHX Text Anchor Bolt Detail

AutoCAD SHX Text Orient anchor to center of plate

AutoCAD SHX Text Anchor Bolt Detail

AutoCAD SHX Text Orient anchor to center of plate

AutoCAD SHX Text Anchor Bolt Detail

AutoCAD SHX Text VIGA DE CONCRETO DE 0.46M X 0.52M EXISTENTE, REFORZADA / EXISTING 0.46M X 0.52M CONCRETE REINFORZED BEAM

AutoCAD SHX Text

TUBO DE ACERO 4"X4"X "316"

AutoCAD SHX Text

ELEVACION / ELEVATION

AutoCAD SHX Text W8X18 DE CUBIERTA EXISTENTE. CORTAR Y SOLDAR A COLUMNAS DE CUBIERTA NUEVA Y TUBOS DE 4"X4"X "316"

AutoCAD SHX Text C.9

AutoCAD SHX Text D

AutoCAD SHX Text A.1

AutoCAD SHX Text A

AutoCAD SHX Text

COLUMNA DE ACERO W12X65

AutoCAD SHX Text PLATO DE 19"X24"X1" CON 4 ANCHOR ROD (B7 HIGH STRENGTH STEEL) HAS-EB 1"X12" (HILTI)

AutoCAD SHX Text W12X65

AutoCAD SHX Text W8X18

AutoCAD SHX Text W8X18

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RIGIDIZADOR DE " (A/L)38" (A/L)

AutoCAD SHX Text 38"

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E-6011 SMAW

AutoCAD SHX Text 316"

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E-6011 SMAW

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VIGA DE CONCRETO EXISTENTE REFORZADA / EXISTING REINFORZED CONCRETE BEAM

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SECCION/SECTIONSECTION

AutoCAD SHX Text S-506

AutoCAD SHX Text S-506

AutoCAD SHX Text

EL01

AutoCAD SHX Text

PLATINA HORIZONTAL DE REFUERZO EN VIGA, REFERIRSE A HOJA S-201

AutoCAD SHX Text W12X65

AutoCAD SHX Text

BISEL 60°

AutoCAD SHX Text

ELEVACION / ELEVATION

AutoCAD SHX Text

PLANTA / PLAN VIEW

AutoCAD SHX Text

COLUMNA DE ACERO W12X65

AutoCAD SHX Text PLATO DE 19"X24"X1" CON 4 ANCHOR ROD (B7 HIGH STRENGTH STEEL) HAS-EB 1"X12" (HILTI)

AutoCAD SHX Text 12"

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text W12X65

AutoCAD SHX Text 12"

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text 38"

AutoCAD SHX Text

E-6011 SMAW

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STAMP

AutoCAD SHX Text Institution

AutoCAD SHX Text Smithsonian

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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

AutoCAD SHX Text

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

AutoCAD SHX Text

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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AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

DW

AutoCAD SHX Text

FC

AutoCAD SHX Text

DW

AutoCAD SHX Text

DETALLE/ DETAIL

AutoCAD SHX Text

COLUMN BASE PLATE DET.

AutoCAD SHX Text

DET. APOYO COLUMNAS

AutoCAD SHX Text 16336-16

AutoCAD SHX Text 1680001

AutoCAD SHX Text

REMODELACION

AutoCAD SHX Text

REMODEL

AutoCAD SHX Text

CORREG. DE ANCON, DISTRITO DE PANAMA

AutoCAD SHX Text

SANTA CRUZ, GAMBOA

AutoCAD SHX Text

EDIFICIO #78

AutoCAD SHX Text

33 DE 57

AutoCAD SHX Text

DETALLES DE APOYO DE COLUMNA/ COLUMN BASE PLATE DETAILS ESC 1:10

AutoCAD SHX Text

COLUMN BASE PLATE DETAIL

AutoCAD SHX Text

ESCALA 1:10

AutoCAD SHX Text S-506

AutoCAD SHX Text

DT01

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

ESCALA 1:10

AutoCAD SHX Text S-506

AutoCAD SHX Text

EL01

AutoCAD SHX Text

DETALLE PLATO BASE DE COLUMNAS/

AutoCAD SHX Text

ELEVACION/

Sheets and Views
S-506

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