Attachment_B_1_JMS_Reference_Drawings.pdf

PDF 1 MB Posted

Attached to
KAHO HAULOUT Federal contract opportunity
Solicitation number
140G0122Q0068
Issued by
Department of the Interior US Geological Survey Office of Acquisitions and Grants

About this file

Written by GovTribe AI ·

This document outlines a federal contract opportunity for haulout, inspection, maintenance, and repair services for the Research Vessel KAHO. The U.S. Geological Survey, Great Lakes Science Center requires haulout and associated services to be performed between mid-May 2022 through mid-July 2022. Interested parties should monitor Sam.gov on or around March 3rd for release of Request for Quotes number 140G0122Q0068. Quotes will be due on or around March 29th, with an anticipated award date of April 12th. The opportunity is set aside for small businesses with less than 1,250 employees under NAICS code 336611. A site visit will be held on March 10th in Oswego, New York; confirmation of attendance is required by March 8th. The schedule of work items lists the specific services required.

View the file

Other files for this federal contract opportunity

Other files attached to KAHO HAULOUT, newest first.
File Type Posted
Attachment_E_3_Bulkhead_Liner_0001.pdf PDF
Attachment_F_GS2320_Evaluation_Factors_0001.doc DOC document
Attachment_E_1_Current_Prop_Scan_0001.pdf PDF
Attachment_D_Schedule_of_Work_Items_0001_0001.docx DOCX document
Attachment_A_21-116-01-R1_KAHO-2022_Haulout_Spec_Statement_of_Work_0001.docx DOCX document
Attachment_E_2_MAR-Ring-bushing-2010_1_A_0001.pdf PDF
Attachment_B_2_Dwg_21-116-660-R1_Console_Arrangement_0001.pdf PDF
Sol_140G0122Q0068_Amd_0001.pdf PDF
Attachment_B_2_Dwg_21-116-660_Console_Arrangement.pdf PDF
Attachment_A_Statement_of_Work.docx DOCX document
Sol_140G0122Q0068.pdf PDF
Attachment_D_Schedule_of_Work_Items.docx DOCX document
Attachment_C_Reference_Documents.pdf PDF
Attachment_B_3_Vessel_Reference_Drawings.pdf PDF
Show all 14

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OUTBOARD PROFILE

70 Essex St.

Mystic, CT 06355 voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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GENERAL NOTES

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REFERENCES

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1. FORWARD DRAFT MARKS AT TO BE AT FRAME 4 AND REFERENCED TO THE FORWARD DRAFT MARKS AT TO BE AT FRAME 4 AND REFERENCED TO THE BASELINE 2. AFT DRAFT MARKS ARE TO BE AT FRAME 64 AND ARE TO BE REFERENCED AFT DRAFT MARKS ARE TO BE AT FRAME 64 AND ARE TO BE REFERENCED TO THE BOTTOM OF THE SKEG 4. DRAFT MARKS ARE TO BE 6" TALL AND ARE TO BE COATED A CONTRASTING COLOR TO THE SURROUNDING AREA.

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DRAWING

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DRAFT MARKS

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XXX LKG XXX

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PRELIMINARY

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R/V KAHO

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U.S. GEOLOGICAL SURVEY

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ANN ARBOR, MI

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DRAFT MARKS

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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SHEET 1 0F 1

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70 Essex St.

Mystic, CT 06355 voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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1. ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" CONDITIONS. 2. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. 3. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. 4. ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS REQUIREMENTS. 5. ALL MATERIAL TO BE 5083-H116ALL MATERIAL TO BE 5083-H116

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SECTION 3-B: FRAME 64

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AFT LKG FWD PORT SIDE SHOWN, STBD SIDE SIM

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R/V KAHO

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US GEOLOGICAL SURVEY

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ANN ARBOR, MI

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FWD

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NEW PROP TUNNEL STIFFENER

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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SECTION 3-C: TRANSOM

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BOTTOM STRUCTURE

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ABV LKG DOWN

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RUDDER STOCK

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EXTRA STIFFENER IWO PROP TUNNEL

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TYP

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TRANSOM CLIPS

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AFT LKG FWD PORT SIDE SHOWN, STBD SIDE SIM

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EXISTING TRANSVERSE FRAME TYP

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EXISTING BOTTOM LONGITUDINAL 4" X 3/8" FB TYP

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RUDDER FOUNDATION

STEERING RAM FOUNDATION

voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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1. ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" CONDITIONS. 2. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. 3. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. 4. ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS REQUIREMENTS. 5. ALL MATERIALS TO BE 5083-H116.ALL MATERIALS TO BE 5083-H116.

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STEERING GEAR FOUNDATION

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PORT SIDE SHOWN, STBD SIM ABV LKG DOWN SCALE: 3/8" = 1'-0"

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R/V KAHO

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US GEOLOGICAL SURVEY

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ANN ARBOR, MI

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FWD

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STEERING GEAR FOUNDATION MODS

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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DETAIL 1-C

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INBD LKG OTBD PORT SIDE SHOWN. STBD SIM SCALE: 3/4" = 1'-0"

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DETAIL 3-C

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INSTALLATION FWD LKG AFT SCALE: 3/4" = 1'-0"

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EXISTING 1/2" PLATE

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EXISTING STEERTING GEAR MOUNT

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EXISTING BOTTOM TRANSVERSE

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1/2" PLATE BRACKETS

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FWD

HEIGHT VARIES BY LOCATION TOE TO LAP ON BOTTOM STIFFENER, 1" FROM BOTTOM SHELL

voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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1. THIS DRAWING IS FOR PLANNING PURPOSES ONLY THIS DRAWING IS FOR PLANNING PURPOSES ONLY 2. ALL INFORMATION IS TO BE VERIFIED BY FURUNO FOR WORKABILITY 3. ACTUAL CONNECTIONS MAY VARY

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R/V KAHO

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US GEOLOGICAL SURVEY

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ANN ARBOR, MI

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NAVIGATION ELECTRONICS UPGRADE ONE LINE

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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NONE

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DJF

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ANSI B

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POWER CABLES CONNECTED TO DC PANEL

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IF-NMEA2K2

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IF-NMEA2K2

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IF-NMEA2K2

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WEATHER 220WX

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RD-30

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ETHERNET CONNECTION

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SAT COMPASS SC-110

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AUTOPILOT NAVPILOT 500

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AIS TRANSCIEVER FA150

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TRANDUCER FROM FCV-585

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AIS ANTENNA

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CONTROL UNIT FAP-5001

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HDG SENSOR

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RFU FAP-6111

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ANTENNA SC-1203F

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DGPS BEACON RECIEVER GR-80

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DISPLAY SC-502

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SC-1101 PROCESSOR UNIT

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NAV PILOT PROCESSOR UNIT FAP-5001

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GP-37

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MCU-004

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USB

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EXISTING

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EXISTING

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NMEA 0183

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NMEA 0183

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NMEA 0183

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NMEA 0183

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NMEA 0183

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CONFIRM THIS CONFIGURATION

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EXISTING

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19" MULTI-FUNCTION DISPLAY

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FURUNO

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TZT19F

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3.5' RADAR ARRAY

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FURUNO

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DRS6ANXT/3

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ETHERNET CONNECTION TO MFD

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WIRED REMOTE

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FURUNO

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MCU-004

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USB CONNECTION TO MFD

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NMEA 2000 STARTER KIT

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FURUNO

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AIR-0330745

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POWER TEE, 2 TEES, 2 TERMINATORS, 2 DROP CABLES

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NMEA 2000 TEE

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FURUNO

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AIR-52-531

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WEATHER TRANSDUCER

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FURUNO

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220WX

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NMEA0183 TO NMEA2000 CONVERTER

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FURUNO

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IF-NMEA2K2

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10 PIN TRANDUCER TO 12 PIN UPGRADE CABLE

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FURUNO

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TZ3-12P-PGT

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CONNECT TO EXISTING FSV-535 TRANSDUCER

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ITEM

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QTY

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NAME

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MAKE

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MODEL

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LIST PRICE

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NOTE

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BILL OF MATERIALS

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NMEA2000 DROP CABLE

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QUESTIONS: 1. THE NEW MFD REQUIRES A SOURCE OF GPS INFORMATION. THE THE NEW MFD REQUIRES A SOURCE OF GPS INFORMATION. THE QUESTIONIS WHAT SOURCE TO USE? FOR NOW ITS THE SATCOMPASS 2. WHAT ANTENNAS FEED THE AIS UNIT? WHAT ANTENNAS FEED THE AIS UNIT? 3. CONFIRM THE GPS FEED FOR THE AIS. CONFIRM THE GPS FEED FOR THE AIS.

voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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1. ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" CONDITIONS. 2. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. 3. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. 4. ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS REQUIREMENTS. 5. ALL MATERIALS TO MATCH HULL MATERIALSALL MATERIALS TO MATCH HULL MATERIALS

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R/V KAHO

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US GEOLOGICAL SURVEY

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ANN ARBOR, MI

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ENGINE ROOM VENT

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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AS NOTED

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SHEET 1 0F 2

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DJF

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ANSI B

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BRIDGE DECK ARRANGEMENT

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SCALE 3/16" = 1'-0" ABV LKG DWN

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TRAWL WINCH

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CRANE

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SAMPLING BOOM

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BRIDGE

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FWD

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NEW VENT BOX

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VENT OPENING IN DECK

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TOP VIEW OF VENT BOX

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SCALE 3/4" = 1'-0" ABV LKG DOWN

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1/4" PLT

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DETAIL 3-C

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SCALE 3/4" = 1'-0" FWD LKG AFT

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2" X 1/4" FB TYP

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1/4" PLT TYP

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TYP

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FWD

voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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R/V KAHO

AutoCAD SHX Text 71'-9" X 18'-1" X 5'

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US GEOLOGICAL SURVEY

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ANN ARBOR, MI

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ENGINE ROOM VENT

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ZMA

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AS NOTED

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SHEET 2 0F 2

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DJF

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ANSI B

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DETAIL 6-B

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SCALE 3/4" = 1'-0" PORT LKG STBD

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TOP PLATE

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C2" X 1.07# TYP VERTICAL STIFFENER

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DECK

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C2" X 1.07# VERTICAL STIFF TYP

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DETAIL 8-B

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SCALE 3/4" = 1'-0" ABV LKG DOWN

2" X 1/4" FB

GREY

WATER

FRESH

WATER

FUEL

OIL

FUEL

OIL

GREY

WATER

FRESH

WATER

WTB WTB

WTB

WTB

BALLAST

COMPT

BALLAST

COMPT

70 Essex St.

Mystic, CT 06355 voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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REVISIONS

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GENERAL NOTES

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REFERENCES

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DESCRIPTION

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DATE

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APPROVED

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1. ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" CONDITIONS. 2. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. 3. ALL TILES ARE TO BE CUT OUT AROUND FRAMES AND INSTALLED IAW ALL TILES ARE TO BE CUT OUT AROUND FRAMES AND INSTALLED IAW MANUFACTURERS INSTRUCTIONS.

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REF

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DESCRIPTION

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DRAWING

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VIBRATION TILE LOCATION

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R/V KAHO

AutoCAD SHX Text 71'-9" X 18'-1" X 5'

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US GEOLOGICAL SURVEY

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ANN ARBOR, MI

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VIBRATION DAMPENING TILE INSTALLATION

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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ZMA

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NTS

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SHEET 1 0F 1

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DJF

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ANSI B

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VIBRATION DAMPENING TILES TO BE PLACED ON WEB OF GIRDER P/S

voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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REVISIONS

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GENERAL NOTES

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REFERENCES

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DESCRIPTION

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DATE

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DESCRIPTION

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DRAWING

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OUTBOARD PROFILE

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SCALE: 1/8" = 1'-0"

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PRELIMINARY

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MARPORT GUIDE

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R/V KAHO

AutoCAD SHX Text 71'-0" X 18'-1" X 5'

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US GEOLOGICAL SURVEY

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ANN ARBOR, MI

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FWD

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MARPORT TRANSDUCER HOUSING

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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ZMA

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AS NOTED

AutoCAD SHX Text 21-116-930

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SHEET 1 0F 1

AutoCAD SHX Text 2/24/2022

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DJF

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ANSI B

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DETAIL 1-C

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OTBD LKG INBD SCALE: 1 1/2" = 1'-0"

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DETAIL 2-C

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BOTTOM LKG UP SCALE: 1 1/2" = 1'-0"

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DETAIL 3-C

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FWD LKG AFT SCALE: 1 1/2" = 1'-0"

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FIT AND CUT TO FOLLOW CONTOURS OF HULL

AutoCAD SHX Text MARPORT TRANSDUCER MOUNTING FACE HOLES TO BE TEMPLATED FROM TRANSDUCER TOP EDGE TO MATCH HULL CONTOUR SEE REF 1 FOR DETAILS 3/8" AL PLATE

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SIDE PLATE

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SIDE PLATE

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TYP

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TYP

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CUT OUT FOR TRANSDUCER

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MARPORT HOUSING DETAIL 1-C

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1. ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO "AS BUILT" CONDITIONS. 2. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. ALL MEASUREMENTS TO BE CONFIRMED PRIOR TO INSTALLATION. 3. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. ALL WELDING AND WELD SIZING TO BE I.A.W. ABS RULES. 4. ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS ALL WORKMANSHIP, MATERIALS AND COMPONENTS TO CONFORM TO ABS REQUIREMENTS. 5. ALL MATERIALS TO BE 5083-H116.ALL MATERIALS TO BE 5083-H116.

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FWD

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DETAIL 3-C

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FWD LKG AFT SCALE: 1 1/2" = 1'-0"

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TYP

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HOLE FOR 3/8" BOLT 4 PLACES

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HOLE FOR 3/8" BOLT 4 PLACES

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SIDE PLATE

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FR 23

VENTS TO ALLOW FLOODING

21-116-103 Rev - Draft Marks
Sheets and Views
21-116-103 Draft Marks-1
21-116-110 Rev - Prop tunnel Modifications
Sheets and Views
21-116-110 Prop tunnel Modifications-1
21-116-180 Rev - Steering Gear Foundation
Sheets and Views
1
21-116-420 Rev - Navigation Electronics Upgrade One-Line
Sheets and Views
21-116-420 Navigation Electronics Upgrade One-Line-1
21-116-510 Rev - Engine Room Vent
Sheets and Views
21-116-510 Engine Room Vent-1
21-116-510 Engine Room Vent-2
21-116-635 Rev - Vibration Dampening Tiles
Sheets and Views
1
21-116 -930 Rev - MARPORT Transducer Housing
Sheets and Views
21-116 -930 MARPORT Transducer Housing-1

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