B08 - W912EQ20Q0006.pdf

SEE ADDENDUM

(No Collect Calls)

W912EQ20Q0006 21-Nov-2019

b. TELEPHONE NUMBER

901-544-3343

8. OFFER DUE DATE/LOCAL TIME

11:00 AM 19 Dec 2019

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912EQ9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

CHRISTOPHER P WHITE

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W38XGR93108994

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

US ARMY ENGINEER DISTRICT, MEMPHIS

CHRISTOPHER WHITE

167 N MAIN STREET

MEMPHIS TN 38103-1894

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE W38XGR 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

W2R9 ENDIST MEMPHIS

USACE ENSLEY ENGINEER YARD

2915 RIVERPORT ROAD

MEMPHIS TN 38109-3018

TEL: 901-785-6355 FAX:

FAX:

TEL: 901-544-3343 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

1,250

NAICS:

336611

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT 41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

(1) DRY DOCK DREDGE HURLEY, (2) REPLACE

FFP

MSD SYSTEM, (3) REPLACE 60 TON CHILLER,(4) REPLACE/UPGRADE 30

TON CHILL WITH A60 TON CHILLER, (5) DRY DOCK AND

REPAIRALASKAN CRANE BARGE, (6) OPTION 1 - CLEAN FUEL TANKS

FOB: Destination

MILSTRIP: W38XGR93108994

PURCHASE REQUEST NUMBER: W38XGR93108994

NET AMT

PERFORMANCE WORK STATEMENT

Performance Work Statement Dredge Hurley

Dry Dock and Repair

GENERAL: The following paragraphs are the scope of work for the new solicitation.

1. Scope of Work (INFORMATION). Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to dry-dock and effect certain repairs on the Dredge Hurley, and Alaskan Crane Barge 8501 in accordance with these specifications and subject to the terms and conditions of the contract.

1.1 VESSEL DATA (INFORMATION). The Dredge Hurley is the newest dustpan dredge in the US Army Corps of Engineers Fleet. The Alaskan Crane Barge 8501 is a 58 feet in length, 11 feet in width vessel with a 25 ton crane specialized in lifting heavy loads. The homeport for both the dredge and the crane barge is Ensley Engineering Yard located at 2915 Riverport Rd, Memphis TN.

1.2 CONTRACTOR QUALITY CONTROL AND GOVERNMENT QUALITY

ASSURANCE (INFORMATION). The Contractor shall establish and maintain a quality control plan as specified in Section 2, Inspection and Acceptance. The Government will evaluate the Contractor’s performance in accordance with the Quality Assurance Surveillance Plan as specified in Section 2, Inspection and Acceptance.

1.3 AS BUILT DRAWINGS (INFORMATION). Available.

1.4 DRY-DOCKING DREDGE HURLEY. The vessel and barge is presently dredging in the Baton Rouge LA area. The Government shall deliver the vessel to the contractor at his location after written notification of award from the Contracting Officer or the Contracting Officer Representative. The Contractor’s Naval architect will design the docking plan for the Dredge Hurley. (Note: The original docking plan for the Dredge Hurley is available from the Government upon request, but length of the Dredge Hurley was extended by 50 feet 5 years ago and this docking plan is no longer valid. No subsequent docking plan has been created since this extension.)

During Dry Dock Operations, the Contractor shall supply Shore Power to the Dredge Hurley, with a minimum of 480VAC, 3 Phase, 400 Amps, and toilet facilities for up to 40 crew while the MSD and Water tanks are down for repair. Dredge Hurley Crew will be on the dredge during work hours completing yearly maintenance and will coordinate with the Contractor any outside work to be performed by any third party.

1.4.1 BLAST AND COAT POTABLE WATER TANKS. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to whiteblast and Coat the inside of the Potable Water Holding Tank and Settling Tank, 10,000 Gallons Total Capacity. The Coat will be Food Safe paint.

Paint coatings for the Potable water tanks will meet the following standards: ANSI Standard 61. Potable water tanks must be cleaned to a minimum of Sa2 ½ (ISO 8501- 1:2007).

1.4.1.1 DRY FILM THICKNESS. Dry Film thickness shall be measured in accordance with current SSPC PA2, “Dry Paint Thickness with Magnetic Gauges”.

1.4.1.2 PAINT COATINGS. Only potable water tank coatings that are listed within NSTM chapter 631 and ANSI/NSF Standard 61 are approved for use. Taste and odor problems with water quality are often associated with improper application and curing procedures. Paint thickness, the touch-up material, ventilation, temperature, humidity, curing time, etc., are important application factors that can contribute to taste and odor complaints.

1.4.2 CLEAN SEA CHEST and REPLACE SEA CHEST COVERS. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to clean all sea chests (6) and replace all sea chest covers.

1.5 REPLACE MSD SYSTEM. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to remove and replace the existing Envirovac Inc. Vacuum collection holding tank system (MSD), including but not limited to the Vacuum pumps and water tank, Microphor Inc. Model MC – 500 holding tank system, and transfer pump and sump tank. The Contractor shall cut proper access in the dredge in order to remove and install new system. Any electrical or mechanical lines needed to be removed in order to remove the MSD system shall be replaced back to code in proper location. The cut shall be re welded and painted to the same condition before the cut is made. Cuts on the structure shall be approved in writing by Naval architect prior to cutting to insure integrity of the structure is not at risk. When removing the system all appropriate hazardous material documentation shall be furnished in accordance with all federal, state, and local laws.

The new MSD system shall meet the following requirements: USCG approved TYPE II system, treatment capacity 70 people, properly sized to fit in existing area, properly sized vacuum to pull waste through the existing system, new controls for operating the system and operating manual and training on the new system. If any wiring or breakers need up sizing for new system, labor and material for this shall be included.

1.5.1 PIPING AND VALVES IN MSD ROOM. Contractor shall remove and replace all Schedule 80 PVC piping with ASTM B80 K copper with soldered joints. All valves shall be made of brass. When re plumbing the system, all necessary unions and valves shall be installed so that the system pumps can be replaced and system maintained without cutting the lines. All elbows shall be long sweep when applicable to reduce friction in flow. Lines shall be vacuum tested to ensure no leaks in the system. All fittings and flanges used shall be compatible with ASTM B80 K copper pipe and suitable silver brazing.

1.5.2 BLASTING AND PAINTING of MSD ROOM. Contractor shall blast or needle chip all rust and lose paint within the MSD room. Once old system is removed the room shall be blasted and painted and properly primed and painted to the existing colors.

Use paint specified in section 1.10, match existing colors.

1.5.3 FOUNDATION MODIFICATION. The Contractor is responsible for any foundation modifications for the new system. The foundation should include any steel or grading needed to prevent trip hazards and support for the new MSD system. Foundation shall be properly primed and painted.

1.5.4 CLEANING OF EXISTING PIPE ON 4 LEVELS. There are 4 levels and 32 toilets on the Dredge Hurley. The Contractor is to remove each toilet and clean the lines from the toilets to the vacuum storage tank in order to remove any buildup and corrosion.

The existing lines are 1 ½’ to 2” Copper with welded joints. The lines can be cleaned chemically, by hydro blast, or by any other safe means to remove the corrosion. Once the lines are cleaned they shall be inspected using a scope. Contractor shall re-install all toilets when the lines have been cleaned.

1.5.5 REPLACMENT OF EXISTING SEWAGE PIPE ON 4 LEVELS. The existing lines on the Hurley where originally Copper with welded joints. USACE has replaced sections of this pipe with SCH 80 PVC. The Contractor shall replace all SCH 80 PVC sections of the pipe, including all elbows, tees, valves, and any SCH 80 fittings, with K Copper with welded sweat connections to meet ABS Standards. The existing SCH 80 PVC piping is in all levels of the vessel and includes both horizontal and vertical runs. Estimated length of replacement pipe is 1200 feet not including fittings. Upon completion of this work, all sewage piping from the toilets to MSD System shall be K copper with welded joints. The piping leaving the MSD system to run overboard shall also be changed to K copper. Any pipe going through bulkheads shall welded and flanged properly at the bulkhead. Contractor shall provide all pipe brackets needed to properly secure the pipe. All ceiling tiles removed to access the pipe shall be replaced properly, or if damaged replaced with new. Each level shall be tested individually for leaks.

1.5.6 CONTROLS PACKAGE. Provide MSD with complete controls system and safety system. Controls package at a minimum must contain a digital display, an on-auto-off switch, power wiring, and control wiring. Existing Controls and IO listed below, Contractor shall provide a like kind of IO for the Dredge Hurley Control System.

a. Sanitary Vacuum System Pressure (Analog Out 4-20ma)

b. Sludge Pump (From Vacuum to Holding Tank) Pressure (Analog Out 4-20ma)

c. Sanitary Vacuum Pump 1 Run (Output from MSD)

d. Sanitary Vacuum Pump 2 Run (Output from MSD)

e. Sanitary Vacuum Pump 1 Fault (Output from MSD)

f. Sanitary Vacuum Pump 2 Fault (Output from MSD)

g. Influent Transfer Pump 1 Run (Output from MSD)

h. Influent Transfer Pump 2 Run (Output from MSD)

i. Influent Transfer Pump 1 Fault (Output from MSD)

j. Influent Transfer Pump 2 Fault (Output from MSD)

k. Effluent Transfer Pump 1 Run (Output from MSD)

l. Effluent Transfer Pump 2 Run (Output from MSD)

m. Effluent Transfer Pump 1 Fault (Output from MSD)

n. Effluent Transfer Pump 2 Fault (Output from MSD)

o. Process Sewage Out Pump Run (Output from MSD)

p. Process Sewage Out Pump Fault (Output from MSD)

q. Vacuum Sewage System Malfunction (Output from MSD)

r. Sanitary Vacuum Tank High Level (Output from MSD)

s. Sump Tank High Level (Output from MSD)

t. Treatment Tank Temperature (RTD Output from MSD)

u. Influent Transfer Pump Pressure (Analog Out 4-20ma)

v. Effluent Transfer Pump Pressure (Analog Out 4-20ma)

w. Sanitary Vacuum System Pressure (Analog Out 4-20ma)

x. Holding Tank Level (Analog Out 4-20ma)

y. Sludge Pump Out Pump Start (Input to MSD)

z. Sludge Pump Out Pump Stop (Input to MSD)

1.6 REPLACE 60 TON CHILLER. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to remove and replace existing 60 Ton Chiller, to include any piping additions/modifications. New 60 Ton chiller will be R410a unit, dual or quad compressor, water cooled, 480V 3 phase with control system. Each compressor will be able to be isolated for repairs.

Control system will turn on additional compressors when needed. A manifold will be provided for the fresh water intake and outlets. Provide SDS sheets for all refrigerants and oils. Contractor shall provide any piping or valves needed to reconnect the new chiller. Any access way modifications, including cutting or removal of other materials or equipment, made for installation of the chiller shall be put back to original condition.

1.6.1 SELF-CONTAINED CHILLER. Unless necessary for delivery purposes, units must be assembled, leak-tested, charged (refrigerant and oil), and adjusted at the factory.

In lieu of delivery constraints, a chiller may be assembled, leak-tested, charged (refrigerant and oil), and adjusted at the job site by an authorized factory or manufacturer’s representative. Chiller must be provided with a single point wiring connection for incoming power supply.

1.6.2 CONTROLS PACKAGE. Provide chillers with a complete microprocessor based operating and safety control system. Controls package must contain as a minimum a digital display, an on-auto-off switch, power wiring, and control wiring. Controls package must provide operating controls, monitoring capabilities, programmable setpoints, and safety controls as defined below. Existing Controls and IO listed below, contractor shall provide a like kind of IO for the Dredge Hurley Control System.

a. AC Plant 60 Ton Malfunction (Output from Chiller)

b. AC Plant 60 Ton Run (Output from Chiller)

c. AC Plant 60 Ton On (Input to Chiller)

d. AC Plant 60 Ton Off (Input to Chiller)

1.6.2.1 OPERATING CONTROLS. Chiller must be provided with the following adjustable operating controls as a minimum.

a. Leaving Chilled water temperature control

b. Adjustable timer or automated controls to prevent a compressor from short cycling.

c. Automatic lead/lag controls for multi-compressor units

d. Load limiting

e. System capacity control to adjust the unit capacity in accordance with the system load and the programmable set points. Controls must automatically re-cycle the chiller on power interruption.

1.6.2.2 MONITORING CAPABILITIES. During normal operations, the control system must be capable of monitoring and displaying the following parameters. Access and operation of display must not require opening or removing any panel or doors.

a. Entering and leaving chilled water temperatures

b. Self Diagnostic

c. Operation Status

d. Operating hours

e. Number of starts

f. Compressor status (on or off)

g. Compressor load

h. Refrigerant discharge and suction pressure

i. Oil pressure

j. Raw water entering and leaving temperatures

1.6.2.3 CONFIGURABLE SETPOINTS. The control system must be capable of being configured directly at the unit’s interface panel. The programmable setpoints must include the following as a minimum:

a. Leaving Chilled Water Temperature

b. Time Clock/Calendar Date

1.6.2.4 SAFETY CONTROLS WITH MANUAL RESET. Chiller must be provided with the following safety controls which automatically shut down the chiller and which require manual reset.

a. Low chilled water temperature protection

b. High condenser refrigerant discharge pressure protection

c. Lower evaporator pressure protection

d. Chilled water flow detection

e. High motor winding temperature protection

f. Low oil flow protection if applicable

g. Motor current overload and phase loss protection

1.6.2.5 SAFETY CONTROLS WITH AUTOMATIC RESET. Chiller must be provided with the following safety controls which automatically shut down the chiller and which provide automatic reset.

a. Over/under voltage protection

b. Chilled water flow interlock

1.6.3 INSULATION OF ALL LINES. Contractor shall replace all lines within the chiller room with new insulation. The insulation shall be at a minimum the same material and thickness to the existing conditions. Insulation shall be sealed properly to prevent condensation dripping.

1.6.4 RAW WATER DISCHARGE VALVES. Contractor shall provide new raw water discharge valves. These valves control water leaving the condensers and tie into the control system.

1.6.5 FOUNDATION MODIFICATION. The Contractor is responsible for any foundation modifications for the new system to include drip pans. The foundation should include any steel needed to support the new 60 Ton Chiller. Foundation shall be properly primed and painted.

1.6.6 CLEAN DISCHARGE LINES on the CHILLER SYSTEM. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to water blast all discharge lines on the 60 Ton Chiller system.

1.7 REPLACE/UPGRADE 30 TON CHILLER TO A 60 TON CHILLER. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to remove and replace existing 30 Ton Chiller with a new 60 Ton Chiller, to include any piping additions/modifications, herby known as backup chiller system. New 60 Ton chiller will be R410a unit, dual or quad compressor, water cooled, 480V 3 phase with control system. Each compressor will be able to be isolated for repairs. Control system will turn on additional compressors when needed. A manifold will be provided for the fresh water intake and outlets.

Provide SDS sheets for all refrigerants and oils. Contractor shall provide any new piping, valves and fittings needed to upgrade the 30 ton chiller to a 60 ton chiller. If piping requires re-sizing to a bigger diameter, contractor shall provide the correct-sized piping, valves and fittings.

1.7.1 SELF-CONTAINED CHILLER. Unless necessary for delivery purposes, units must be assembled, leak-tested, charged (refrigerant and oil), and adjusted at the factory.

In lieu of delivery constraints, a chiller may be assembled, leak-tested, charged (refrigerant and oil), and adjusted at the job site by a factory or manufacturer’s representative. Chiller must be provided with a single point wiring connection for incoming power supply.

1.7.2 CONTROLS PACKAGE. Provide chillers with a complete microprocessor based operating and safety control system. Controls package must contain as a minimum a digital display, an on-auto-off switch, power wiring, and control wiring. Controls package must provide operating controls, monitoring capabilities, programmable setpoints, and safety controls as defined below. Existing Controls and IO listed below, contractor shall provide a like kind of IO for the Dredge Hurley Control System.

e. AC Plant 60 Ton Malfunction (Output from Chiller)

f. AC Plant 60 Ton Run (Output from Chiller)

g. AC Plant 60 Ton On (Input to Chiller)

h. AC Plant 60 Ton Off (Input to Chiller)

1.7.2.1 OPERATING CONTROLS. Chiller must be provided with the following adjustable operating controls as a minimum.

a. Leaving Chilled water temperature control

b. Adjustable timer or automated controls to prevent a compressor from short cycling.

c. Automatic lead/lag controls for multi-compressor units

d. Load limiting

e. System capacity control to adjust the unit capacity in accordance with the system load and the programmable set points. Controls must automatically re-cycle the chiller on power interruption.

1.7.2.2 MONITORING CAPABILITIES. During normal operations, the control system must be capable of monitoring and displaying the following parameters. Access and operation of display must not require opening or removing any panel or doors.

a. Entering and leaving chilled water temperatures

b. Self Diagnostic

c. Operation Status

d. Operating hours

e. Number of starts

f. Compressor status (on or off)

g. Compressor load

h. Refrigerant discharge and suction pressure

i. Oil pressure

j. Raw water entering and leaving temperatures

1.7.2.3 CONFIGURABLE SETPOINTS. The control system must be capable of being configured directly at the unit’s interface panel. The programmable setpoints must include the following as a minimum:

a. Leaving Chilled Water Temperature

b. Time Clock/Calendar Date

1.7.2.4 SAFETY CONTROLS WITH MANUAL RESET. Chiller must be provided with the following safety controls which automatically shut down the chiller and which require manual reset.

a. Low chilled water temperature protection

b. High condenser refrigerant discharge pressure protection

c. Lower evaporator pressure protection

d. Chilled water flow detection

e. High motor winding temperature protection

f. Low oil flow protection if applicable

g. Motor current overload and phase loss protection

1.7.2.5 SAFETY CONTROLS WITH AUTOMATIC RESET. Chiller must be provided with the following safety controls which automatically shut down the chiller and which provide automatic reset.

a. Over/under voltage protection

b. Chilled water flow interlock

1.7.3 CIRCULATION CHILL WATER PUMP. Contractor shall furnish all labor, management, equipment, supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to provide and install new chill water circulation pump and all associated piping. Contractor shall provide a new Chill Water Circulation pump 15HP, 480V 3PH, 1.5 x 3 – 8 pump. Contractor shall provide and install piping from the chill water pump to the existing 60 ton chill water circulation pipes, piping shall include bypass valves to switch the chill water from the primary 60 ton chiller to the backup 60 ton chiller system.

1.7.4 INSULATION OF ALL LINES. Contractor shall replace the insulation on all lines within the chiller room with new insulation. The insulation shall be at a minimum the same material and thickness to the existing conditions. Insulation shall be sealed properly to prevent condensation dripping.

1.7.5 RAW WATER DISCHARGE VALVES. Contractor shall provide new raw water discharge valves. These valves control water leaving the condensers and tie into the control system.

1.7.6 FOUNDATION MODIFICATION. The Contractor is responsible for any foundation modifications for the new system to include drip pans for the chiller and the Chill water Pump. The foundation should include any steel needed to support new 60 Ton Chiller. Foundation shall be properly primed and painted.

1.7.7 ELECTRICAL. The Contractor is responsible for any electrical modifications for the install of the new 60 Ton Chiller and the New Chill Water Circulation Pump.

Contractor is responsible for the wiring from Motor Control Centers to End Device, the Motor Control Center Buckets or Breakers. All wiring will be installed according to

NFPA 70.

1.7.8 CLEAN DISCHARGE LINES on the CHILLER SYSTEM. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to water blast all discharge lines on the 60 ton chiller system.

1.8 DRYDOCKING ALASKAN CRANE BARGE. Contractor shall furnish all labor, management, equipment, supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to dry dock the Alaskan Crane Barge and repair the spud well.

1.8.1 SPUDWELL DESIGN AND FABRICATION. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to design, fabricate and install a new spud well. Contractor shall cut out all damaged metal in the spud well and replace with like kind. All new metal will be painted with existing colors per Paint Specifications in 1.10.

1.9 CLEAN FUEL TANKS. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to remove, filter and store up to 30,000 gallons for diesel fuel. Contractor shall clean 2 fuel bunker tanks 40,000 gallon capacity, one settling tank and one day tank 20,000 gallon capacity.

1.9.1 FUEL REMOVAL. All possible fuel will be pumped or otherwise removed from the tank by the Contractor. Consider remaining fuel, including contaminated or waste fuel; Pump into 55 gallon drums or other suitable containers for disposal in accordance with approved procedures meeting local, State, and Federal Regulations.

Drums or Tanks used for containerizing waste fuel will be furnished by the Contractor.

1.9.2 SLUDGE, SEDIMENT REMOVAL AND DISPOSAL. All sludge, sediment, or other loose material shall be removed from the tank. Dispose of Sludge and Sediment according Local, State and Federal Regulations.

1.9.3 TANK WASHING. After the contents of the tank have been removed, thoroughly wash and rinse the tank interior to remove oil, sludge, wax, tar, and other fuel residue adhering to the surface. Contractor must limit the water pressure during washing so that it does not cause damage to the existing coating. Perform Quality Control to inspect the cleaning during the process to ensure the coating is not being removed.

Minimize the use of water when practical. .

1.9.4 WASH WATER, DETERGENT SOLUTION, AND SEDIMENT REMOVAL.

Contractor will use a detergent conforming to FS O-D-1276 and rinse all surfaces with fresh clean water, minimizing the use of water and substituting brush blasting when practical. Contractor will continuously remove all waste water, detergent, dirt, oil, or other loose materials washed off during the washing process using a sump or other approved method. Following the final rinse, the Contractor will mop the tank dry.

1.10 PAINTING. The following General Instructions for application of materials will be adhered to at all times:

Manufacturer’s instructions for application, curing and drying time between coats shall be followed. Painting practices shall comply with applicable federal, state, and local laws enacted to ensure compliance with Federal Clean Air Standards.

Paints that have exceeded the closed shelf life or pot life recommended by the manufacturer shall not be used.

At the time of application, paint shall show no signs of deterioration. Paint that has deteriorated in any manner shall not be used and shall be removed from the site.

Within 8 [eight] hours after cleaning and prior to the deposition of any detectable moisture, contaminants, or corrosion, all surfaces blast cleaned to SSPC SP 7 shall be cleaned of dust and abrasive particle by brush, vacuum cleaner, and/or blown down with clean, dry, compressed air, and given the first coat of paint.

Paint may be applied by spray, roller, or brush. However, any area subject to over-sprays must be fully protected. No over-spray will be tolerated.

Painting in the vicinity of mechanical or electrical equipment shall be applied by brush if there is a possibility of over-sprays on critical components. All equipment, deck, and bulkhead fixtures must be fully protected.

Uniform suspension of pigments shall be maintained during application. Each coat of paint shall be applied so dry film shall be of uniform thickness and free from holidays, bubbles, blisters, laps, excessive or unsightly brush marks, runs, drops, ridges, waves, pinholes, or other voids, and variations in color, texture, and finish.

Special attention shall be given to ensure that all edges, corners, crevices, seams, junctions of joining members, interior angles, corrosion pits, welds, bolts, rivets, and similar surface irregularities receive a film thickness equal to that of adjacent painted surfaces.

All coats of all painted surfaces shall be unscarred and completely integral at the time of application of succeeding coats.

All painting shall be accomplished before launching the vessel. The vessel shall not be launched before inspection and acceptance by the government.

The contractor is responsible for submitting to the Contracting Officer’s Representative a report of the quantity of paint used for the project.

Steel surfaces to be painted shall be carefully and thoroughly cleaned as dictated by the level of surface preparation requested in the order and shall be thoroughly dry before any preservative coating is applied.

For surfaces that were white-blasted, a 3 coat system will be used, all other areas can be coated with 1 coat.

The coating system composed of the coating types and dry film thicknesses identified below, or equal, are required.

Sweep Blast Areas – 1 coat of Sherwin Williams Seaguard 6100 or approved equal, 5 mils minimum, grey. 2 coats of Sherwin Williams Acrolon 7300 or approved equal, 2 mils minimum per coat, see color chart below for colors.

White Blast Areas – 2 coats of Sherwin Williams Seaguard 6100 or approved equal, 5 mils minimum per coat, grey. 2 coats of Sherwin Williams Acrolon 7300 or approved equal, 2 mils minimum per coat, see color chart below for colors.

Deck/Walkways shall have a non-skid garnet added to the 1st top coat.

Paint colors must match existing colors.

1.11 GAS-FREE CERTIFICATES

1.11.1 Contractor will clean and gas free all spaces as required by 29 CFR 1915 prior to commencement of any hot work, work involving the use of open flames or other means of igniting flammables. Only the cost of testing, providing, and displaying gas-free certificates shall be included. The cost of cleaning and gas-freeing the affected spaces shall be included in the Contractor’s bid prices for each item of work requiring cleaning and gas-freeing such spaces.

1.11.2 Contractor will test each affected space prior to the commencement of any hot work to assure compliance with paragraph 1.11.1 above. Testing and certification shall be accomplished by a Marine Chemist certified by the National Fire Protection Association, a U.S. Coast Guard authorized person, or a Shipyard Certified Trained “competent person” as defined by 29 CFR 1915.7, as required for the type of work.

1.11.3 Furnished and display current “Safe for Men – Safe for Fire” certificates in all certified spaces. Furnished one copy of all certificates to the Contracting Officer prior to start of work. The certificates must be posted and current as outlined in time and period of work as authorized by the Marine Chemist.

1.11.4 All such spaces requiring gas-freeing shall be maintained in “Safe for Men – Safe for

Fire” condition until all such work in complete.

1.12 SUBMITTALS

1.12.1 GOVERNMENT APPROVAL

a. Dredge Hurley Docking Plan

b. MSD SYSTEM

c. MSD SYSTEM removal/install plan

d. 60 TON CHILLER SYSTEM

e. 60 TON CHILLER SYSTEM removal/install plan

f. 30 TON CHILLER UPGRADE removal/install plan

g. Safety Plan

h. Welder Qualifications (per AWS D1.3/D1.3M)

1.12.2 INFORMATIONAL SUBMITTALS

a. Material Safety Data Sheets (Safety Data Sheets) on all chemicals, blasting media, paint, Freon, oils, etc.

b. Manufacturers operation manual for MSD System

c. Manufacturers operation manual for 60 Ton Chiller System

d. Manufacturers Maintenance Manual for MSD System

e. Manufacturers Maintenance Manual for 60 Ton Chiller System

f. Wheels Condition Report

1.13 WHEELS INSPECTION. Contractor shall inspect the wheels for damage and submit report to the COR, Jeffrey Farmer, Jeffrey.a.Farmer@usace.army.mil, (901) 245-9332 or Wade Channel, Stephen.W.channel@usace.army.mil, (901) 544-3762.

1.14 BID INFORMATION.

Item Number Description Quantity Unit Price

Dry Dock Dredge Hurley (to include items 1.4, 1.4.1 thru 1.4.2, and all subitems, and 1.13)

1 JB

2 Replace MSD System (to include items 1.5, 1.5.1 – 1.5.6, and all sub items) 1 JB

Replace 60 Ton Chiller (to include items 1.6, 1.6.1 – 1.6.6, and all sub items)

Replace/Upgrade 30 Ton Chiller with a

60 Ton Chiller (to include items 1.7,

1.7.1 – 1.7.8, and all sub items)

5 Dry Dock and Repair Alaskan Crane Barge (to include 1.8 and 1.8.1) 1 JB

6 Clean Fuel Tanks (to include 1.9, 1.9.1

– 1.9.5) 1 JB

TOTAL

mailto:Jeffrey.a.Farmer@usace.army.mil mailto:Stephen.W.channel@usace.army.mil

1.15 SITE VISIT. It is highly recommended potential offerors attend the scheduled site visit prior to submitting a quote. The site visit will be 3 Dec 2019 at 9:00 am CST.

The meeting place will be 7150 River Rd, Baton Rouge, LA 70820. Interested parties may email their name and company information to Christopher White, Contract Specialist at Christopher.P.White@usace.army.mil, no later than 2 Dec 2019 at 2:00 pm CST. The contract specialist will provide additional details to interested parties after receipt of timely notification.

2 INSPECTION AND ACCEPTANCE (INFORMATION)

2.1 The Contractor shall perform or have performed the inspections and tests required to substantiate that the supplies and services provided under this contract conform to the specifications, drawings and contract requirements herein. The Contractor shall also perform or have performed the inspections and tests specified herein.

2. 2 The Contractor shall provide and maintain a written Quality Control Program covering all work specified in the Job Order, including subcontracted work and work performed away from the shipyard. The program shall define the tests and inspections to be accomplished, identifying the appropriate contract line item number and paragraph of the specification related to each such test and inspection.

2.3 The Government Inspector shall have the right to witness all tests and inspections.

The Contractor shall make certain that all materials, installation and workmanship meet the requirements of the specifications and are ready for test or inspection prior to notifying the Government Inspector.

2.4 The Contractor shall notify the Government Inspector at least 24 hours before testing and inspection. The Government Inspector will be available to witness testing and inspection of completed work Monday thru Friday, except Federal Holidays.

2.5 The Contractor shall proceed with work if the Government Inspector is not present if the advance noticed required in paragraph 2. 4 above was given.

2.6 Witnessing tests and inspections by the Government Inspector does not constitute acceptance of the item and does not relieve the Contractor of the responsibility of assuring that the work conforms to the requirements of the specifications.

2.7 The prime Contractor cannot delegate the authority to perform and sign for tests and inspections without prior approval of the Contracting Officer. If a Subcontractor has an established Quality Control Program with designated organization and personnel, the prime Contractor may designate an appropriate individual in that organization as his authorized representatives. Such designation shall clearly indicate that the individual is an employee of a subcontractor and shall be subject to the approval of the Contracting Officer. The Government Inspector will witness tests and mailto:Christopher.P.White@usace.army.mil inspections at the Subcontractor’s facility in accordance with paragraph 2. 4 and 2.5 above.

2.8 The Contractor shall provide and maintain a Quality Assurance Surveillance Plan to assure the Government that the work specified under this contract is completed satisfactorily. The Contractor shall correct all deficiencies in non-conforming work at no additional cost to the Government.

2.9 The government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards.

Table 2. 9. 1 - GOVERNMENT QUALITY PERFORMANCE REQUIREMENTS

REQUIREMENT PERFORMANCE

STANDARD

MONITORING

METHOD

INCENTIVE/

DISINCENTIVE

Work items completed as specified without defects in material and workmanship

All work performed in accordance with the specifications, manufacture’s recommendations and accepted commercial marine practice

Observation of the Contractor’s activities and workmanship during the performance of the work. Monitor the

Contractor furnished parts and materials.

Full payment shall be made for 100% compliance with the specifications.

Deficiencies shall be corrected at no additional cost to the Government.

All work performed in accordance with the USACE Safety Manual.

No safety violations or injuries during the term of the contract.

Observation of the Contractor’s daily activities. Record and safety violations and discuss with Contractor to prevent a reoccurrence

Full payment shall be made for 100% compliance.

Contractor may be subject to FAR clause 52.212.4 Termination for

Cause in addition to any damages or costs incurred if violations occur.

Clean and Coat Potable water Tanks

All work performed in accordance with the specifications and paint manufacturer’s recommendations.

100 % inspection before paint is applied and after paint has cured.

Potable water shall have no bad taste or smell from the painted tanks.

Clean Sea Chest and Replace Sea Chest Covers

All work performed in accordance with the specifications.

100 % Inspection of sea chest after cleaning and verify new sea chest covers installed.

100 % Visual Inspection.

MSD System All work performed in accordance with the specifications, and manufacture’s recommendations and accepted marine practice.

100% Inspection All piping to be at

ABS Standards. No leaks in any of the piping.

MSD system shall be working properly before 100 % compliant. All mechanical and electrical controls shall be 100 percent functioning

Clean all black water piping and Replace existing PVC Pipe with Copper per ABS standards

All work performed in accordance with the specifications and qualified personnel

Witness inspection of pipe after cleaning. Pressure test all lines for leaks.

All piping shall be 100% tested for leaks. .

Replace 60 Ton Chiller/Replace Upgrade 30 Ton Chiller

All work performed in accordance with the specifications and manufacturer’s recommendations.

Witness inspection on installation, verify no leaks and the system is working properly

Chiller’s shall be 100 % functioning according to manufacturer’s specifications. All mechanical and electrical controls shall be 100 percent functioning

Dry Dock Alaskan Crane Barge

All work performed in accordance with the specifications.

Witness inspection of welds, new and painting of the spudwell.

100% Visual Inspection.

Clean Fuel Tanks All work performed in accordance with the specifications.

Witness inspection of Fuel tanks and cleaning process.

100 % Visual Inspections

3.0 DELIVERIES OR PERFORMANCE (INFORMATION)

3.1 COMMENCEMENT, EXECUTION AND COMPLETION. The Contractor is required to commence work under this Contract immediately upon delivery of the vessel, to execute the work with diligence and to complete the work within sixty (90) calendar days.

3.2 DELIVERY AND RETURN OF THE VESSEL.

3.2.1 The Government will deliver the vessel to the Contractor at the Contractor’s facility after written notification of award, from the Contracting Officer or the Contracting Officer Representative.

3.2.2 The Contractor shall return the vessel to the Government at the point of delivery upon completion and acceptance of all work. The time of completion will be the time of acceptance of all work by the Government Inspector.

3.3 LOCATION. The Contractor’s facility shall be located within a 400-mile straight line radius of the U. S. Army Engineer District, Memphis Ensley Engineering Yard, Memphis, TN. Any bid proposing performance at a location beyond this stated limit will be determined non-responsive and rejected.

3.4 DELIVERY OF CONTRACT DATA. The following documents, specified at various locations throughout the specifications are required submittals.

(1) 1. 5. 3 “Safe for Men - Safe for Fire” Certificates. Furnish one copy of all certificates to the Contracting Officer Representative prior to the start of work.

(2) “Material Safety Data Sheets. Furnish one copy of all MSDS (SDS) sheets to the Contracting Officer Representative prior to the start of work.

(3) 4. 6 Accident Prevention Program. Four copies of the Accident Prevention

Program shall be submitted to the Contracting Officer Representative for review and approval within 5 calendar days after award.

4. SPECIAL CONTRACT REQUIREMENTS (INFORMATION)

4.1 MANDATORY ITEMS. All items not specifically identified as INFORMATION or

OPTIONAL, shall be accomplished and completed within the specified performance period.

4.2 OPTIONAL ITEMS. No work shall be performed on any item identified as

OPTIONAL unless authorized in writing, in whole or in part, by the Contracting Officer in advance. The Contractor shall perform the OPTIONAL work required at the unit price quoted in the schedule in the quantities authorized.

4.3 WHARFAGE DOCKAGE, ETC. The Contractor shall be responsible for and pay all expenses for any wharfage, tonnage, dockage, mooring, etc. directly related or incidental to the performance of this Work. The Contractor shall also provide, at the Contractor’s cost:

(1) All mooring lines and fenders sufficient in strength, quantity, location and quality to prevent damage to the vessel and the dock.

(2) All necessary labor, material, services and equipment as required to safely move the vessel while in Contractor’s possession or control.

(3) Adequate protection during adverse weather conditions including, but not limited to, moving the vessel to a safe harbor and provide additional mooring lines and anchors.

(4) The necessary facilities for and shall bear the expense of any movement of the vessel while it is in his possession.

4.4 INTERFERENCE. The Contractor shall remove and reinstall any interference required to accomplish the work specified without additional contract time or cost to the Government. Interference is defined as any part of the vessel, installed or portable, that must be removed or disturbed to accomplish the work specified. All damaged or missing fasteners shall be replaced with fasteners of the same size and type as original. New gaskets, packing and seals shall be installed on all disturbed connections and shall be tested to ensure that they are leak free. Damaged lagging and insulation shall be repaired or replaced. All new work or disturbed old work shall be cleaned and painted in accordance with section 1. All interferences shall be returned to their original operational position and condition upon reinstallation. All costs associated with removing and reinstalling interferences shall be incidental to and included in the bid price of the respective item of work.

4.5 PROTECTION. The contractor is responsible for providing adequate protection to each component throughout the repair process. This protection included but is not limited to foreign matter contamination from dirt, debris, water, chemicals, etc.

4.6 ACCIDENT PROTECTION. All work performed under this contract shall be in accordance with the requirements of the U. S. Army Corps of Engineers Safety Manual, EM 385-1-1 and other safety requirements specified herein.

4.6.1 Control of Hazardous Energy (Lockout/Tag out). Before personnel perform any servicing or maintenance on a system where the unexpected energizing, start up, or release of kinetic of stored energy could occur and cause injury or damage, the system shall be isolated in accordance with the procedures contained in EM-385-1-1, and Engineer Regulation ER 385-1-31. The Contractor shall submit his hazardous energy control plan to the Contracting Officer Representative for acceptance within 10 calendar days after award. Locks and tags will be placed on circuit breakers, or other appropriate devices, to isolate and identify hazardous energy sources. The Contractor will maintain a SAFE CLEARANCE LOG in the engine room or designated location. The log book will have a lock/tag issue sheet and SAFE CLEARENCE REQUEST FORMS. Corps and Contractor designated authorities shall fully coordinate their control activities for the life of the contract. Each shall inform the other of their energy control procedures, ensure that their own personnel understand and comply with rules and restrictions of the procedures, and ensure that all employees affected by the hazardous energy control activity are notified. During each daily walk-through safety inspection the log will be checked. During this inspection the Contractor shall itemize all existing lockouts, all new lockouts, and all removed tags that morning or the previous day. Prior to a change in the status or location of the vessel (such as undocking), the Corps and the Contractor shall meet to review the status of hazardous energy control measures.

4.6.2 Accident Investigations and Reporting. Refer to EM 385-1-1, Para. 01. D.01.

Accidents shall be investigated by the immediate supervisor of the employee (s) involved and reported to the Government’s Technical Representative within one working day after accident occurred. A report of all mishaps occurring on the project shall be submitted to the Contracting Officer within four calendar days following the incident. All data reported must be complete, timely and accurate. A follow up report shall be submitted when the estimated lost time days differs from actual lost time days.

4.6.3 Daily Inspections. The Contractor shall institute a daily inspection program to assure safety requirements are being fulfilled. Reports of daily inspections shall be maintained at the job site. Each report will include, as a minimum, the following.

(1) Items of work underway during the inspection.

(2) Locations of areas where inspections were made.

(3) Results of inspections, including nature of deficiencies observed and corrective action taken, or to be taken, date, and signature of the person responsible for its contents, and submitted to the Contracting Officer for review.

(4) Status of Lockout/Tag out items.

4.6.4 Ground- Fault Protection. Refer to Para 11. C. 05 of EM 385-1-1. The ground-fault circuit interrupter shall be calibrated to trip within the trip-threshold values of 5 Ma + 1 Ma as specified in UL Standard 943. All ground-fault circuit interrupters shall be UL approved and installed in accordance with the latest edition of the National Electrical Code.

4.6.5 Hatches and Openings. Hatches and openings of all kinds that present a hazard will be provided with safe and suitable guard rails and toe boards.

4.6.6 Lighting. The Contractor shall ensure that all work areas and walkways are adequately lit, particularly during hours of darkness.

4.6.7 The Contracting Officer Representative will notify the Contractor immediately of any noncompliance with the foregoing paragraphs and action to be taken. The Contractor shall, after receipt of such notice, immediately take corrective action. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor shall make no part of the time lost due to any such “stop work” orders the subject of claim against the Government for extension of time or for excess costs or damages.

4.7 ACCESS TO THE VESSEL.

4.7.1 The Contractor agrees to allow key Dredge Personnel and Contract Officer

Representative (COR) admission to the vessels during all phases of the performance of the Work.

4.7.2 The Contractor shall provide suitable ladders, gangways and scaffolds for access to the Work.

4.8 ACCESS TO THE FACILITIES.

4.8.1 The contractor shall allow key Dredge Personnel and COR’s admission to the

Contractor’s facilities and the components.

4.8.2 The contractor shall provide suitable ladders, gangways and scaffolds for access to the Work.

4.9 FALL PROTECTION. Hatches and opening of all kinds that present a hazard will be provided with safe and suitable guardrails and toe boards.

4.10…