W912EF19Q0075-00001.pdf

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

The purpose for this amendment is to clarify details in specif ications regarding electric w ire rope and to extend the due date to 6/20/2019.

Please see details in specif ication sections 2.2 and 2.3 bolded in red.

All other terms remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 17-Jun-2019

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 W912EF19Q0075

X 9B. DATED (SEE ITEM 11)

04-Jun-2019

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 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

17-Jun-2019

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

LEANNE WALLING

201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF19Q0075

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 18-Jun-2019 02:00 PM to 20-Jun-2019 02:00 PM.

The following have been modified:

STATEMENT OF WORK

TECHNICAL SPECIFICATION

DWORSHAK 2-TON FREE STANDING WORKSTATION BRIDGE CRANE

Amended Changes in Red

1.0 SCOPE

This specification pertains to the procurement of one new 2-Ton Free Standing Workstation Bridge Crane (Bridge

Crane) for installation at U.S. Army Corps of Engineers, Dworshak Dam (Dworshak Project), Ahsahka, Idaho. The

Contractor shall provide all materials necessary for full installation of the Bridge Crane. The Bridge Crane will be installed by the Government.

2.0 SPECIFICATION

The Contractor shall provide all materials necessary for full installation of a new 2-Ton Free Standing Workstation

Bridge Crane. Materials not provided directly by the Bridge Crane manufacturer shall meet the Bridge Crane manufacturer’s requirements. All field connects must be bolted connections.

The Bridge Crane shall meet or exceed the requirements in the most recent editions of OSHA 1910.179, EM 385-1-

1, ANSI/ASME B30.11, and ANSI/ASME B30.17, as well as the salient requirements listed below:

All dimensions of existing features provided herein are approximate and shall be confirmed by the Contractor. The site visit for verifications shall be scheduled as soon as practicable to allow timely submittal of drawings.

2.1 Free Standing Workstation Bridge Crane

Bridge Crane shall meet CMAA-74 Service Class C.

All electrical work shall meet NFPA 70.

Bridge Crane must meet all other applicable codes and standards for mechanical, electrical, and structural crane requirement.

Capacity: 2 Ton

Bridge Length: Maximum Possible given Building and Crane Frame Constraints, but minimum 18′-0″

Runway Length: Provide coverage to Bays 1–5 and cantilever a minimum of 4′-0″ into Bay 6 (see

Figure 2. Plan View)

Height - Distance from floor slab highest point to Hoist hook: minimum 9′-0″ (see Figure 1. Typical

Section) o Use of a nested trolley to meet height clearance requirements is permitted.

Unfactored Maximum Column Base Plate Loads o Vertical Axial Load: maximum 8000 pounds o Horizontal Loads: maximum 1500 pounds

Bridge Festoon shall be located on the north side of the building.

Runway Festoon shall be located on the northeast side of the building.

Bridge Trolleys and Hoist Trolley shall have tractor drives to provide motorized movement along the runways and bridge lengths.

Bridge travel and Hoist travel shall be the maximum possible given the constraints described herein.

End Stop Bumpers and any other additional accessories required for normal usage shall be provided.

Trolley, Travel and Hoist shall all be controlled by electric motors. All controls shall be actuated by tethered switches attached near the Hoist. Must provide all cable reels/bus bar, motors and gearboxes.

All power used must be 120VAC or 480VAC.

o Trolley min speed 10 feet/minute o Travel min speed 25 feet/minute o Hoist min speed 10 feet/minute

Bridge Crane shall be provided with a name plate clearly stating the working load limit per

EM 385-1-1 requirements.

2.2 Hoist

Hoist shall meet ASME HST-4 for Class H3

Capacity: 2 Ton

Electric Motorized Wire Rope Hoist performance requirement o Wire Rope Safety Factor must be 5:1 per ASME B30.2

Must provide a minimum of nine feet clearance from the hook to the ground.

2.3 Building Constraints

Width from column face to column face: 20′-8″

Crane Supports shall be located to line up with existing building columns. Number of crane supports may vary depending on design.

Height from op of floor slab to bottom face of roof beams: 11′-4″

Concrete floor slab is four inches thick and slopes 1/8″ per foot from north to south.

Base plates shall be positioned such that there is five inches between the edge of the existing floor slab and the center of the bolt hole.

See associated sketches (Figures 1 and 2 below) and reference drawings (Attachment 1) for additional information.

2.4 Warranty

All items shall be covered by a minimum one-year warranty, or the manufacturer’s standard warranty, whichever is greater, on all parts, labor, and workmanship from factory defects.

3.0 SUBMITTALS

3.1 Pre-Award Submittals: The offeror shall submit with their quote descriptive materials (brochures, illustrations, drawings, data sheets, etc.) sufficient to allow the Contracting Officer to determine, without discussion with the offeror, whether the products being offered meets all of the required specifications.

3.2 Pre-manufacture Submittals: Prior to manufacture of the Bridge Crane, the Contractor shall provide the following drawings and information for Government review and acceptance. Drawings must be presented to the

Government for review and approval within three weeks of contract award.

Shop Drawings: At a minimum, Shop Drawings shall:

o Reference both proposed workstation Bridge Crane and existing building o Show Plan View and Section View, showing the proposed layout of the Bridge Crane, to include locations, dimensions, and spacing of frame columns, base plates, headers, runways, and bridge(s), as well as festoons and other accessory locations o Show dimensions and details of the column base plates o Show details of installation of column base plates on sloped floor o Include cut sheets for all associated products used for installation

Free Standing Bridge Crane Design Loads at Base Plates (FIO). Designs loads provided shall:

o Include the maximum vertical, horizontal, and moment forces on a typical base plate o Be unfactored and include a coordinate system that references the existing building and new

Bridge Crane

Manufacturer’s Installation Instructions for both the Bridge Crane and Hoist. Installation

Instructions shall contain detailed descriptions of all facets of Bridge Crane and Hoist installation and support full assembly without any additional documentation.

3.3 Delivery Submittals: Upon or prior to delivery, the Contractor shall provide two copies – one hardcopy and one electronic copy – of the following minimum submittals:

All available manufacturer documentation for operation and maintenance of each product (O&Ms)

Complete warranty documentation and product registration requirements

Name, address, and phone number of one or more distributor for spare parts

Delivery shall not be considered complete until these items are received by Dworshak Project.

4.0 SHIPMENT AND DELIVERY

The Contractor shall verify dimensions and present the pre-manufacturer submittals listed in paragraph 3.2 not later than three weeks after contract award. All items shall be delivered FOB Destination to Dworshak Project not later than seven weeks after contract award. The Contractor shall be responsible for packing and shipping the components in a manner that will ensure undamaged and complete arrival to Dworshak Project. Deliveries will only be accepted during normal Dworshak Project business hours, Monday–Thursday 7:00 AM – 4:00 PM, excluding federal holidays.

All shipments shall be delivered to:

USACE Dworshak Project

Attn: Contract Performance Specialist

1428 Northfork Drive

Ahsahka, ID 83520

Ph. (208) 476-1296

FAX (208) 476-1227

Figure 1: Typical Section

(See Plan View Sketch Next Page)

Figure 2: Plan View

(End of Summary of Changes)