Amendment 2 Q and A.pdf

PDF 203 KB Posted

Attached to
New Crane Barge Federal contract opportunity
Solicitation number
W912BU22B0018
Issued by
Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

This document contains questions and answers regarding Amendment 2 to Solicitation Number W912BU-22-B-0018 for a new crane barge. The key details are as follows:

The amendment provides clarification on drawings and specifications for the new crane barge, including confirming the size of hardwood rubbing strips on the barge corners, accepting an alternative bolting detail for hull side fenders, clarifying the type of fairleads required, and specifying different sheave sizes for the deck and spud systems. It also revises the specifications for the spud handling system to clarify the requirements for electrically-powered spud winches that must meet specified line pull and speed capabilities, drum capacity, and braking functions, with the contractor to update drawings during the engineering phase. Bids are due by email to the specified Army Corps of Engineers contracting officer by August 29th at 10:00am EDT.

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Other files for this federal contract opportunity

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File Type Posted
Audited Abstract W912BU22B0018 New Crane Barge (Harvey Replacement).pdf PDF
Amendment 2 TAI 1240_866-B522-02_Rev 3_SPUD HANDLING SYSTEM ARRANGEMENT_05-23-22 (Redlined for Amendment).pdf PDF
Amendment 1 - Q and A.pdf PDF
866-B155-02_Rev 2_DAMAGE STABILITY ANALYSIS_10-12-21.pdf PDF
866-B710-01_REV 1_AC LOAD ANALYSIS_07-05-21.pdf PDF
866-B725-01_Rev 1_AC VOLTAGE DROP CALCULATIONS_07-01-21.pdf PDF
866-B405-02 _Rev 0_CATHODIC PROTECTION CALCULATION _04-15-2021.pdf PDF
866-B155-01_Rev 2_INTACT STABILITY ANALYSIS_10-12-21.pdf PDF
W912BU22B0018.pdf PDF
866-B170-01_Rev 1_DRY DOCKING PLAN.pdf PDF
866-B105-01_Rev 0_HULL LINES AND OFFSETS.pdf PDF
866-B309-01 Rev 6 TRANSVERSE STRUCTURE.pdf PDF
866-B307-03 Rev 5 RAKE STRUCTURE.pdf PDF
866-B330-03_Rev 1_MACHINERY AND WINCH FOUNDATIONS CALCULATIONS pdf.pdf PDF
866-B552_01_Rev 3_SPUD WELL STRUCTURAL ARRANGEMENT.pdf PDF
866-B685-02_Rev 4_HEATING AND VENTILATION SYSTEM DRAWING.pdf PDF
866-B677-01_Rev 2_FIXED FIRE EXTINGUISHING SYSTEM.pdf PDF
866-B640-01_Rev 2_ENGINE COOLING SYSTEM.pdf PDF
866-B630-01_Rev 2_FUEL OIL SYSTEM ARRANGEMENT.pdf PDF
866-B635-01_Rev 2_LUBE OIL STORAGE ARRANGEMENT.pdf PDF
866-B637-01_Rev 2_WASTE OIL SYSTEM.pdf PDF
866-B690-01_Rev 1_COMPRESSED AIR SYSTEM.pdf PDF
866-B660-03_Rev 2_DECK WASHDOWN SYSTEM.pdf PDF
TAI 1240_866-B115-01_Rev 4_WEIGHT ESTIMATE_06-08-22.pdf PDF
866-B215-01_Rev 3_GENERAL ARRANGEMENT.pdf PDF
866-B330-02_Rev 2_MACHINERY AND WINCH FOUNDATION.pdf PDF
866-B311-01 Rev 6 LONGITUDINAL STRUCTURE.pdf PDF
866-B307-01 Rev 6 DECK AND BOTTOM PLATING.pdf PDF
866-B330-06_Rev 1_BOOM REST.pdf PDF
866-B315-01_Rev 3_DECKHOUSE STRUCTURE.pdf PDF
866-B307-02_Rev 3_SHELL PLATING.pdf PDF
866-B325-01_Rev 2_SEA CHEST DETAILS.pdf PDF
866-B436-01_Rev 1_INSULATION AND SHEATHING.pdf PDF
866-B410-01 Rev 5 SKEG STRUCTURE.pdf PDF
866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22.pdf PDF
TAI 1240_866-B522-02_Rev 3_SPUD HANDLING SYSTEM ARRANGEMENT_05-23-22.pdf PDF
866-B650-01_Rev 1_ENGINE EXHAUST SYSTEM.pdf PDF
866-B665-01_Rev 1_POTABLE WATER SYSTEM.pdf PDF
866-B720-01_REV 3_AC and DC ONE-LINE.pdf PDF
866-B730-02_Rev 1_RECEPTACLE PLAN.pdf PDF
866-B730-03_Rev 0_SHORE POWER ARRANGEMENT.pdf PDF
TAI 1240_866-B130-01_Rev 2_TANK CAPACITY PLAN REPORT_06-02-22.pdf PDF
866-B130-02_Rev 3_TANK ARRANGEMENT.pdf PDF
866-B410-02_Rev 2_TOW KNEES RUB RAILS AND FENDERS.pdf PDF
866-B420-01_Rev 2_DECK FITTINGS ARRANGEMENT.pdf PDF
866-B427-01_Rev 2_LADDER ARRANGEMENT.pdf PDF
866-B470-01_Rev 2_TRANSDUCER WELL DETAILS.pdf PDF
866-B405-01_REV 2_CATHODIC PROTECTION.pdf PDF
866-B670-01_Rev 3_FILLS VENTS AND SOUNDS.pdf PDF
866-B660-02_Rev 2_BILGE AND BALLAST SYSTEM.pdf PDF
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Text version

Solicitation #W912BU-22-B-0018 for Amendment #2

Questions and answers

Question #3 – On drawing #866-B410-02, Towknees, Rub Rails, & Fenders listed in Clause C410 Hull Outfit, the drawing shows the four corners of the barge being outfitted with 1 inch by 12 inch hardwood rubbing strips. When these strips are scaled from the drawing, they are shown to be 6 inch by 12 inch. Please confirm the size of these wood strips.

Answer to #3:

The four corners of the barge shall be outfitted with 6 inch by 12 inch hardwood rubbing strips.

Question #4 – Would the Corps consider a bolting detail for the hull side shell fenders similar to that shown for the bow/stern fenders?

Answer – The Government will accept using a horizontally mounted fender detail depicted in Detail 2-12A on drawing #866-B410-02, sheet #2, in lieu of Detail 2-11A on the same drawings and sheet. If utilizing Detail 2-12A in lieu of Detail 2-11A, the fender type (10 inch by 10 inch rubber with UHMWPE face) shall be utilized with the bolting detail.

Question #5 – the specifications and drawings are not clear on whether the fairleads should be balanced head fairleads or roller fairleads as listed in contract Clause C420.

Answer – The fairleads for the barge shall be in accordance with contract drawing #866-B420- 01, revision 2 for maximum wire size of ¾ inch.

Question #6 – For the spud handling system, the sheaves are specified as bronze bored, equipped with roller bearings. There appears to be two different sheave designs. Please clarify.

Answer – There are two different sheave designs. The deck sheaves shall be 30 inch, and the spud sheaves shall be 36 inches.

Question #7 – Spud winch performance (from Clause C554, paragraph C) – in the near freefall mode, the winch shall be designed to automatically arrest the rotation of the drum in less than 1/4 rotation of the drum once the spud hits the bottom. Thereby preventing unspooling of the wire.

To meet this requirement, would the Government accept slack rope detection using hydraulic thrusting actuators? This would reduce the chance of bird nesting, but not necessarily meet the requirement of the ¼ rotation. Please advise if this is acceptable.

Answer – The Government requires that there shall be no unspooling of the wire from the spud winch drums once the spuds hit bottom. Based on the contractor’s final selection of the spud winches, either method of automatically arresting the rotation of the drum in less than ¼ rotation or the use of hydraulic thrusting actuators is acceptable to prevent bird nesting of the wire.

Question #8 – Spud winch requirements – based on feedback from winch suppliers, the requirements appear to have mixed performance and horsepower from two different winch types.

There are also questions on the rated line pull and speeds.

Answer – The Government has reviewed the spud winch requirements based on all of the questions received. Drawing #866-B522-02 has been marked up to clarify the winch requirements. Contract Clause C554 – Spud Handling System has been revised as well to clarify the requirements. The revised drawing and specifications shall be used for bidding proposes.

C554 SPUD HANDLING SYSTEM REVISED AS PART OF AMENDMENT #2

A. CONTRACT DRAWINGS

866-B215-01 GENERAL ARRANGEMENT

866-B330-02 MACHINERY & WINCH FOUNDATIONS

866-B522-02 SPUD HANDLING SYSTEM ARRANGEMENT

866-B550-03 SPUD WINCH SIZING CALCULATIONS

B. GENERAL REQUIREMENTS

The contractor shall provide and install four (4) electric spud winches in the locations shown on the contract drawings. The contract shall update the drawings during the Engineering Phase. The updated drawings (#866-C522-02 and #866-C550-03) shall reflect the equipment selected by the contractor. The drawings shall be submitted to the COR for review.

The winches shall be electrically powered through Variable Frequency Drives (VFD’s). See contract Clause C750, MOTORS & CONTROLLERS for system requirements.

All sheaves in the spud handling system shall be bore sheave type with SAE 660 bronze bushings for the spud sheaves and roller bearings for the deck sheaves. Sheaves shall be as shown on the contract drawing and as determined by the contractor during the Engineering Phase.

The winches shall be provided with wire rope installed for spud operations. The winch wire shall be 6 strand x 19 wire (6x19) Independent Wire Rope Core (IWRC), Extra Improved Plow Steel (EIPS). The contractor shall provide the COR with a “Certificate of Examination and Test of Wire Rope Before Being Taken Into Use” (U.S. Department of Labor – Occupational Safety and Health Administration Form No. 5) for each continuous run of rope installed on the winches. The certification shall be performed to the requirements of 29 CFR, part 1919 and be in accordance with the requirements of 29 CFR 1918.

Suitable guards shall be provided around exposed wire rope for personnel safety, and painted yellow. Keepers shall be provided to prevent the wire rope from jumping off the sheaves due to slackness of the wire.

Each spud winch shall be mounted to a heavy steel foundation to be designed by the contractor as per contract clause C330.

C. SPUD WINCH PERFORMANCE

Each spud winch system shall be capable of developing a full drum single line pull of 17,500 lbs.at a minimum line speed of 45 ft./min. The line pull shall increase to 46,000 lbs. at or near zero line speed, to assist in removing the spuds buried in the bottom soil. Each winch shall have a minimum drum capacity for 200 feet of wire rope, based on using 1-1/4 inch wire rope. The ratio of barrel drum diameter to wire rope diameter shall not be less than fourteen. The design shall ensure easy spud line replacement.

The spud winches shall have infinitely variable speed power up and power down, and a near free fall lowering capability. The winches shall be equipped with brakes rated at twice the spud dry weight of holding force. The brakes shall automatically set when:

there is any failure in the electric system powering the winch and the control lever is in the center position. Unless moved by the operator, the winch control handle shall always be in the center position.

In the near freefall mode, the winch shall be designed to automatically arrest the rotation of the drum in less than ¼ rotation of the drum once the spud hits the bottom, thereby preventing un-spooling of the wire.

The spud winches shall also be provided with a weekend/unattended mode, consisting of a manually-operated jaw clutch capable of completely disconnecting the drum from the drive train, to permit wire to payout as river level rises. The system shall be kept under tension in order to prevent excessive slack wire should the river level fall.

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