ASP A-E's Addendum 3 Notice to Bidders.pdf

2009/9/3

ADDENDUM NO. 3

TO

CONTRACT DOCUMENTS AND SPECIFICATIONS

FOR

Ammunition Supply Point

Camp W.G. Williams

DATE OF ISSUE: 3 September, 2009

TO: PROSPECTIVE BIDDERS AND OTHER INTERESTED PARTIES

THE CONTRACT DOCUMENTS AND SPECIFICATIONS, INCLUDING THE CONTRACT

DRAWINGS, ARE HEREBY MODIFIED BY THE FOLLOWING ITEMS:

CHANGES TO SPECIFICATIONS

AD-3 Item 1 SECTION 11304 –PRE-ENGINEERED BOOSTER PUMPING STATION

A. DELETE the section in its entirety and REPLACE with the attached section: 11304 –

PRE-ENGINEERED BOOSTER PUMPING STATION

B. This section applies to the Pump Station only. Other specifications for generators, variable frequency drives or other items described in this specification do not apply to this specification.

AD-3 Item 2 SECTION 13121 – Metal Building Systems

A. Paragraph 1.2.B.1.b – DELETE the entire sentence and REPLACE with the following:

“b. Manufacturer shall be Certified Fabricator to one of the following:

1) AISC in the category of Metal Building Systems (MB) for the previous 5 years and have submitted application for IAS certification.

2) IAS certified per AC472 Manufacturer can submit qualifications for review if they do not meet either criteria noted above.”

B. Paragraph 2.1.A.1 – ADD VP Buildings as an acceptable manufacturer.

C. Paragraph 2.4.E.1.a.1 – DELETE the number “15 psf” and REPLACE with “70 psf”.

D. Paragraph 2.4.D.1.a – DELETE the entire sentence and REPLACE with the following:

“a. Roof panels shall be designed for the following:

Administration building = 50 psf All other buildings = 60 psf’

E. Paragraph 2.5.A – DELETE the entire paragraph and REPLACE with the following:

“A. Roof Panels:

1. 24 GA. Minimum, galvalume per ASTMA792.

2. Structural Standing Seam interlocking rib configuration.

3. Factory applied color coating.

4. Meet requirements of AAMA 621-02.

5. Length: Sufficient to cover entire length of any unbroken roof slope up to

40 FT.

6. Panel width: 24 IN.

7. Profile: Structural Standing Seam.

8. Panel depth: 2 IN OR 3 IN.

9. Concealed fasteners.”

Addendum No. 3 UTARNG Ammunition Supply Point 2 Sept 09 Page 2 of 5

AD-3 Item 3 SECTION 13213- WATER STORAGE TANKS: WELDED STEEL

A. DELETE the section in its entirety and REPLACE with the attached section: 13213 –

WATER STORAGE TANKS: WELDED STEEL.

AD-3 Item 4 SECTION 15060 – Pipe and Pipe Fittings: Basic Requirements

A. Paragraph 3.1.D.1 – ADD a. Provide restrained joints at locations shown on Drawings.

B. Paragraph 3.2.B.1 – REVISE the specified test pressure for the pumped pipelines to read “200 psig”.

C. Paragraph 3.4.A.2.a.1.f – DELETE the entire sentence and REPLACE with the following:

“f) Joints:

(1) Push-on with mechanical (stuffing box type) joints at fittings and valves.

(2) Restrained joint devices at locations shown on Drawings:

(a) EBAA Iron Inc. 1500 Series.

(b) Ford Meter Box Company Inc. Uni-Flange Series 1390.”

D. Paragraph 3.4.A.2.b. – ADD the following:

“b. Underground Tracer Wire:

1) Wire:

a) 12 GA AWG.

b) Solid.

2) Wire nuts: Waterproof type

3) Split bolts: Brass.”

AD-3 Item 5 SECTION 15064 – Pipe: Plastic

A. Paragraph 2.1.A.1. – ADD the following:

“ c. Joint restraint devices at locations shown on Drawings. Provide joint restraints as specified in Section 15060. “

AD-3 Item 6 SECTION 15970 – HVAC Controls and Instrumentation

A. Paragraph 2.1.A.2 – ADD the following:

“a. Texas Analytical Controls Inc. (TAC), Sole Source” B Paragraph 2.1.A.2 – DELETE the Following:

“a. Honeywell” “b. Johnson Controls”

AD-3 Item 7 SECTION 15978 – VARIABLE FREQUENCY DRIVES

A. ADD the attached specification section: 15978 – VARIABLE FREQUENCY DRIVES

AD-3 Item 8 SECTION 16230 – PUMP STATION ENGINE GENERATOR_DIESEL

A. DELETE this section, it is covered in section 11304 for the pump station only.

AD-4 Item 9 USACE Specifications for ECM’s

A. Contractors shall utilize specifications for the ECM’s located at the link below. The UTARNG is allowing alternate ECM designs in accordance with the 7-bar standard.

These alternate designs are available at the link below.

2 Sept 09 Page 3 of 5

a. http://www.wbdg.org/design/am_rcarch-421-80-05.php

CHANGES TO DRAWINGS

AD-3 Item 10 DRAWING 1 – COVER SHEET

B. DELETE the drawing in its entirety and REPLACE with the attached drawing: 1 –

COVER SHEET

C. ADD General Note 1- The Utah Army National Guard is conducting a Field Sampling Plan (FSP) that has been directed by the Construction Facilities Management Office (CFMO), and prepared by the 115th Sapper Company and Montgomery Watson Harza in accordance with the US Army Guidance Documents (US Army, 2008). This FSP will support a site inspection (SI) for the military munitions and explosives of concern (MEC) at camp Williams, UT.

These field sampling activities will consist of preparing a Site Survey which will follow a grid network to execute a surface sweep. In addition, this will investigate for munitions and explosives of concern and munitions debris. The survey and sample area locations will be field determined and focus on the site grading plans as indicated. The equipment used will be ground penetrating detection and the locations will be documented using a Global Positioning Unit and survey markers to pinpoint the locations of any object found.

A detailed documentation of the site history will be compiled with the surface sweep reports and presented to the contractor awarded this project. A mandatory unexploded ordinance (UXO) class and presentation of the FSP report will be required for every person working on this site and employed under the General Contractor.

AD-3 Item 11 DRAWING 00C117 – 12” WATER MAIN PLAN AND PROFILE

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 00C117 –

12” WATER MAIN PLAN AND PROFILE

AD-3 Item 12 DRAWING 00C120 – 12” WATER MAIN PLAN AND PROFILE

A. At 12 IN - 90 degree bend (N3617.15, E-10464.50), REMOVE reference to Detail 10 on Drawing Sheet 00C501.

B. At 4 IN - 90 degree bend (N3617.15, E-10173.47), REMOVE reference to Detail 10 on

C. At 4 IN - 90 degree bend (N3552.35, E-10173.47), REMOVE reference to Detail 10 on

AD-3 Item 13 DRAWING 00C121 – 8” WATER MAIN PLAN AND PROFILE

A. On plan view at Sta 60+10.5, REMOVE reference to Alternate Bid/Base Bid. Refer to Addendum 2 for Base Bid/Option Requirements for this water line

AD-3 Item 14 DRAWING 00C125 – 8” FIRE LOOP WATER MAIN PLAN AND PROFILE

A. On plan view at Sta 63+00, REMOVE reference to Base Bid/Alternate Bid. Refer to Addendum 2 for Base Bid/Option Requirements for this water line

AD-3 Item 15 DRAWING 00C130 – WATER TANKS AND PUMPING STATION SITE PLAN

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 00C130 –

WATER TANKS AND PUMPING STATION SITE PLAN

2 Sept 09 Page 4 of 5

AD-3 Item 16 NEW DRAWING 00C131 – WATER TANKS AND PUMPING STATION, SITE

PIPING PLAN

A. ADD the attached drawing: 00C131 – WATER TANKS AND PUMPING STATION, SITE PIPING PLAN

AD-3 Item 17 DRAWING 00C131 – WATER TANKS AND PUMPING STATION, PIPING

SCHEMATICS

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 00C132 –

WATER TANKS AND PUMPING STATION, PIPING SCHEMATICS

AD-3 Item 18 DRAWING 00C132 – WATER TANKS AND PUMPING STATION, FACILITY

LAYOUTS

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 00C133 –

WATER TANKS AND PUMPING STATION, FACILITY LAYOUTS

AD-3 Item 19 NEW DRAWING 00E106 – ELECTRICAL SITE PLAN, PUMPING STATION

A. ADD the attached drawing: 00E106 – ELECTRICAL SITE PLAN, PUMPING

STATION

AD-3 Item 20 NEW DRAWING 00E107 – ELECTRICAL SITE PLAN, TELECOMUNICATIONS

SERVICE

A. ADD the attached drawing: 00E107 – ELECTRICAL SITE PLAN, TELECOMUNICATIONS SERVICE

AD-3 Item 21 DRAWING 01S101 – ADMINISTRATION BUILDING FOUNDATION PLAN

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 01S101-

ADMINISTRATION BUILDING FOUNDATION PLAN

AD-3 Item 22 DRAWING 02S101 – SIRE BUILDING FOUNDATION PLAN

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 02S101-

SIRE BUILDING FOUNDATION PLAN

AD-3 Item 23 DRAWING 02S102 – SIRE BUILDING ROOF FRAMING PLAN

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 02S102-

SIRE BUILDING ROOF FRAMING PLAN

AD-3 Item 24 DRAWING 03S101 – INERT STORAGE BUILDING FOUNDATION PLAN

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 03S101-

INERT STORAGE BUILDING FOUNDATION PLAN

AD-3 Item 25 DRAWING 04S101 – BREAKDOWN BUILDING FOUNDATION PLAN

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 04S101-

BREAKDOWN BUILDING FOUNDATION PLAN

AD-3 Item 26 DRAWING 06S101 – LOADING DOCK BUILDING FOUNDATION PLAN

2 Sept 09 Page 5 of 5

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 06S101-

LOADING DOCK BUILDING FOUNDATION PLAN

AD-3 Item 27 NEW DRAWING 00S401 – PUMP STATION FOUNDATION PLAN AND

SECTIONS

A. ADD the attached drawing: PUMP STATION FOUNDATION PLAN AND SECTIONS

AD-3 Item 28 DRAWING 00S002 – TYPICAL DETAILS

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 00S002 –

TYPICAL DETAILS

AD-3 Item 29 DRAWING 00S102 – TYPICAL SECTIONS AND DETAILS

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 00S102 –

TYPICAL SECTIONS AND DETAILS.

AD-3 Item 30 DRAWING 00S001 – STRUCTURAL NOTES

A. DELETE the drawing in its entirety and REPLACE with the attached drawing: 00S001 –

STRUCTURAL NOTES

ALL ITEMS IN CONFLICT WITH THE ADDENDA ARE HEREBY DELETED.

THIS ADDENDUM IS MADE PART OF THE CONTRACT DOCUMENTS AND SHALL BE NOTED

ON THE PROPOSAL.

HDR ENGINEERING, INC.

Greg Martinez, P.E.