W912BU-16-T-0011-0001_SF30_Amendment.pdf
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SF30 Amendment 0001
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W25PHS52953759
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
To change the NAICS code and the date to respond to the solicitation.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 6
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 14-Dec-2015
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BU-16-T-0011
X 9B. DATED (SEE ITEM 11)
24-Nov-2015
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
14-Dec-2015
CODE
US ARMY ENGINEER DISTRICT, PHILADELPHIA
CONTRACTING DIVISION
WANAMAKER BUILDING
100 PENN SQUARE EAST
PHILADELPHIA PA 19107-3390
W912BU 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912BU-16-T-0011
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
The following items are applicable to this modification:
AMENDMENT P0001
The purpose of this modification is to change the following:
1. Change the NAICS code from 332996 with a size standard of 500 Employees to NAICS code 336611 with a size standard of 1000 Employees.
2. Change the response date from 09 Dec 2015 at 12:00PM EST to 08 January 2016 at 12:00PM EST
3. Change the long description
a. FROM: The contractor shall provide all labor, material, services, equipment/tools and staging necessary to perform and complete the work of replacing/repairing the starboard DPO spool pipe located in the aft hopper of the Dredge McFARLAND as specified in the SOW.
b. TO: The contractor shall provide all labor, material, services, equipment/tools and staging necessary to perform and complete the work of replacing/repairing the starboard Dredge Pumpout (DPO) spool pipe located in the aft hopper of the Dredge McFARLAND as specified in the SOW.
ALL other terms and conditions remain the same.
SUMMARY OF CHANGES
SECTION SF 1449 - CONTINUATION SHEET
SOLICITATION/CONTRACT FORM
The standard size code has changed from 500 Employees to 1000 Employees.
The required response date/time has changed from 09-Dec-2015 12:00 PM to 08-Jan-2016 12:00 PM.
SUPPLIES OR SERVICES AND PRICES
CLIN 0001
The CLIN extended description has changed from The contractor shall provide all labor, material, services, equipment/tools and staging necessary to perform and complete the work of replacing/repairing the starboard DPO spool pipe located in the aft hopper of the Dredge McFARLAND as specified in the SOW. to The contractor shall provide all labor, material, services, equipment/tools and staging necessary to perform and complete the work of replacing/repairing the starboard Dredge Pumpout (DPO) spool pipe located in the aft hopper of the Dredge McFARLAND as specified in the SOW..
The SIC code 3498 has been deleted.
The NAICS code has changed from 332996 to 336611.
The following have been modified:
STATEMENT OF WORK (SOW/PWS)
Performance Work Statement/Scope of Work
1. Intent
The intent of these specifications is to replace the starboard Dredge Pumpout (DPO) spool pipe located in the aft hopper of the Dredge McFARLAND.
2. Safety Requirements
The contractor shall provide, erect, maintain and remove temporary staging in the hopper in the work area. All contractor personnel shall wear fall protection during the performance of the work.
The staging shall be fully accessible via ladder from the top of the hopper.
All work shall be performed in accordance with the U.S. Army Corps of Engineers’ Safety and Health Requirements Manual, Publication No. EM385-1-1.
3. Pipe Dimensions
Length of pipe – 2’ approximate.
Diameter of pipe – 26”.
Wall thickness of pipe – 0.625” Weight of pipe with flanges – 1500 pounds.
4. Scope of Work
The contractor shall provide all labor, material, services, equipment/tools and staging necessary to perform and complete the work listed herein.
The pipe to be replaced is located in the aft area of the hopper, 13’ below the hopper grating. It is the first straight section of pipe on the starboard side just outboard of the “Y” casting, and leads directly to the starboard DPO connection.
A. Interferences.
All interferences, including, but not limited to, hand rails and deck grating shall be removed and reinstalled as per original by the contractor in coordination with all work listed herein.
The handrails in the hopper are made from stainless steel and will need to be welded with stainless steel weld.
B. Government-Furnished Material and Services.
GFM Pipe – 2’, 26” ID Pipe GFM Flanges – two slip-on flanges Hardware and Gaskets – as needed
The Government will provide electricity for lighting and compressed air for pneumatic tools.
Government-furnished crane services are detailed herein.
C. Rigging and Crane Services.
The Government shall provide crane service to remove the existing pipe section from the vessel once it has been rigged out of the turntable by the contractor, and to lift the new replacement pipe section onto the vessel in the vicinity of the turntable. The contractor shall be responsible for rigging the old pipe section out of the hopper to the pick-up point, and for rigging the new pipe section from the drop-off point down to the hopper where it will be installed. All rigging equipment necessary to get the old pipe out of the hopper and to the pick-up point, and the new pipe from the pick-up point and into the hopper, shall be furnished by the contractor.
The contractor shall also supply and install all necessary padeyes in the hopper area to assist with the removal of the existing pipe section and installation of the new pipe section. All padeyes shall be removed upon completion of the work listed herein.
D. Temporary Supports.
The contractor shall provide and install temporary steel bracing running from the overhead transverse web frames to the flanges on the mating castings/pipe sections on the inboard and outboard sides of the DPO spool pipe. This will secure these castings/pipe sections in place so that no movement occurs once the existing DPO spool pipe is removed.
The temporary bracing shall be removed once the new pipe is installed and the new hardware has been tack-welded.
E. Fabrication Details.
The new pipe section shall be fabricated by the contractor. The Government will furnish new pipe and new flanges. Weld procedure shall be suitable for type of steel. The new pipe shall be targeted and templated from the existing pipe section, with dimensions flange-to-flange to be checked once the existing section has been removed.
The contractor shall furnish, fabricate and install a 1/4” thick rolled doubler collar from flange to flange around the entire circumference of the pipe, in coordination with the work listed herein. This collar shall be fabricated from two pieces of abrasion-resistant steel plate with a
Brinell Hardness of 200-250. The collars shall be formed around the circumference of the pipe and welded to each flanges around the entire circumference of the pipe. They shall also be welded to the pipe at the joint of each section, and shall also be plug-welded to the pipe as necessary to ensure it matches the contour of the pipe.
The contractor shall also furnish, fabricate and install a new mounting bracket on the new pipe to match the size and location of the bracket on the existing pipe. The new bracket shall be fabricated from ASTM A36 steel, ½” thick. Removal of the existing pipe bracket shall be coordinated with all work listed herein.
The interior seam of the GFM pipe shall be prepared and welded by the contractor, and capped with stainless steel weld.
The new DPO spool pipe section shall be fabricated and installed so that no weld seams are on the bottom of the pipe when installed.
Upon completion of all welding, prepare and paint the exterior surface of the new DPO spool pipe, including the flanges and flange faces, with two coats of Ameron 235, Black.
The contractor is responsible for disposing of the old DPO spool pipe section.
NOTE: The contractor may elect to target, template, fabricate and weld the new pipe section in place. Any additional preparation of the flanges to accept full-penetration welds from one side shall be at no additional cost to the Government. All other requirements listed herein shall be adhered to.
F. Removal and Installation.
The contractor shall furnish and weld padeyes to the existing DPO spool pipe section to facilitate its removal from the hopper. The contractor shall also furnish and weld padeyes to the new DPO spool pipe section to facilitate its installation in the hopper. The padeyes on the new pipe section shall be removed from the new pipe section once it has been installed and leak-tested, with all welds ground flush.
The contractor shall disconnect the old DPO spool pipe from the mating castings/pipe sections. All existing hardware shall be removed by the contractor by burning/gouging and disposed of accordingly. Rig the pipe out of the hopper to the pick-up point.
NOTE: The contractor shall save the existing gaskets and give them to the COR so that new ones can be made if necessary.
Grind the mating flanges of each casting/pipe section to remove any corrosion or any other surface imperfections.
CHECKPOINT – Inform the COR that the mating flanges are ready for inspection.
The contractor shall rig the new DPO spool pipe from pick-up point into the hopper.
Connect the new DPO spool pipe section to mating castings/pipe sections using the new Government-furnished hardware and gaskets. The new hardware will be SAE Grade 5 bolts and Grade 5 heavy hex nuts and jam nuts. Tighten all hardware using contractor-furnished pneumatic tools.
The contractor shall tack-weld all new hardware after the new DPO spool pipe has been installed and has passed the leak test as detailed herein. The head of each bolt shall be tack-welded to the flange, and the nut shall be tack-welded to the threads of the each bolt.
NOTE: The contractor shall take all measures necessary to prevent material from falling into hopper during both the removal of the existing pipe and the installation of the new DPO spool pipe.
Restore all other removals.
G. Leak Test.
Upon completion of the tightening of all hardware, the Chief Engineer will start the dredge pumps and run water through the new DPO spool pipe as installed. Any leaks at the flange joints shall be corrected by tightening the flange hardware until all leaks have stopped.
Multiple tests may be necessary to ensure all leaks are stopped.
5. Location and Period of Performance
The work listed herein shall be performed on the Dredge McFARLAND at the Fort Mifflin Project Office.
The contractor shall complete the work within 10 calendar days of the start date to be mutually agreed upon between the Government and the Contractor.
(End of Summary of Changes)
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