Page 2 of Amd 5.pdf

Amendment 0005

CHANGES TO THE SCOPE OF WORK

a. REPLACE: Section 02396 "Marine Fenders" in its entirety.

b. REPLACE: Section 09971 “Exterior Coating of Steel Structures” in its entirety.

c. REPLACE: Section 13121 "Pre-Engineered Metal Buildings” in its entirety.

d. REPLACE: "Schedule of Material Submittals" with revised version, which includes all new submittals.

e. ADDED: Reference Drawing # 1721 (Sheet 16 of 44) “Concrete and Utilities Station Details”.

CLARIFICATIONS TO QUESTIONS ASKED BY PROSPECTIVE BIDDERS:

Question: Drawing sheet C-1 has a “Main Dock Repair Item” note located in quadrant C-2/3 which indicates additional details for placing the flow able fill through core holes in the existing concrete deck.

Please provide more information on the quantity of flow able fill to be placed behind the bulkhead.

Answer: Assume 30 cubic yards of flow able fill material is necessary.

Question: "See Note Number 5, Sheet E-4, which indicates a Cat 3 direct buried telephone cable. How many pairs is this cable to be?"

Answer: 15 pair CAT 3 cable is required.

Question: Can columns be placed along the shore side wall of the g to support the wall panels? buildin Answer: NO, columns cannot be placed along the shore side wall of the building to support the wall panels.

Question: What type of roof panel? (Standing seam or screw down?)

Answer: Metal roof system is screw down as specified.

Question: Are gutter and downspouts required? (none shown) Answer: Gutters and downspouts are not required.

Question: 1) What finish on roof and walls? (galvalume or painted?)

2) What gauge roof and walls? (One line says 26 ga and just below it says 22 ga & 24 ga?) 3) Is north wall partially sheeted like both sidewalls? If so can we put center post column? (Sheet C1 says siding 3 sides, but girts won't span 40' +/- in the wind loads). 4) Is a weather arranty required? (Not usually provided unless standing seam). tight w Answer: Questions 1 through 4 are addressed in the revised sections 09971 and 13121.

Question: Why have h/240 drift requirements on the main frames? There is no brittle finish!

Answer: Question is addresses in the revised Section 13121.