W912EF24Q0035 - Solicitation Amendment 0002.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 of this amendment is to:

a. Extend the Offer Due Date to 22 April 2024 at 12:00pm PST.

b. Update Technical Specif ications.

c. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

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

16C. DATE SIGNED

BY 15-Apr-2024

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 W912EF24Q0035

X 9B. DATED (SEE ITEM 11)

01-Apr-2024

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

15-Apr-2024

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

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:

W912EF24Q0035

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 15-Apr-2024 12:00 PM to 22-Apr-2024 12:00 PM.

The following have been modified:

TECHNICAL SPECIFICATIONS

TECHNICAL SPECIFICATIONS

Lower Granite Adult Fish Ladder Turn Pool Gate Replacement

P2# 496158

1.0 INTENT

The following specifications pertain to the purchase of the equipment and supplies required to fabricate and install the components of the Adult Fish Ladder Turn Pool Gate Replacement project at the Lower Granite Lock and Dam. This system can be broken down into (7) subcategories:

Overall Assembly Gate and Gantry Frame Assembly Hardware Gate and Gantry Frame Weldments Gate and Gantry Frame Liners Gate Pickets and Spacers Walkway Modification New Jib Crane

2.0 SCOPE

The successful bidder shall furnish all equipment and supplies specified below. Equipment shall meet the requirements specified below. Quantities shall be as determined from the accompanying set of drawings.

3.0 STRUCTURAL AND MECHANICAL REQUIREMENTS

3.1 OVERALL ASSEMBLY

(2x) 1 ton Chain Hoists o 120V/1 PH outdoor rated motor design for hardwiring.

o 1 ton rated lifting capacity.

o Included Pendant control with outdoor rating.

o 8 ft/min minimum lift speed.

o Maximum hoist clearance of 22”.

o Minimum lift height must be 144” minus the hoist clearance.

o All components on hoist must be rated for outdoor operation.

(4x) Dogging Chain Assemblies o ¼” minimum size.

o 316L SS construction.

o 1200 lb. min working load limit (WLL).

o 4800 lb. min breaking load (BL).

o Include a clevis slip hook on both ends of chain designed for compatibility with the chosen style of chain.

Hook must conform to ASME B30.26 o Assembled length of chains should be at minimum 4” past the clearance of the hoist and at minimum hold the gate 4” above the water level. This should be determined in the field so chain assembly must be able to be cut to length and assembled on-site.

3.2 GATE AND GANTRY FRAME ASSEMBLY HARDWARE

Hex Cap Screws (HCS) o ASTM F593 o Stainless Steel

Socket Head Cap Screws (SHCS) o ASTM F837 o Stainless Steel

Flat Head Cap Screws (FHCS) o ASTM F879 o Stainless Steel

Threaded Rod o ASTM F593

All Hex Nuts (including Nylon Insert) (excludes Gantry Base Plate Hex Nuts) o ASTM F594

All Flat Washers o 304 or 316 Stainless Steel

Gantry Base Plate Hex Nuts o ASTM A194 8 or 8M

Gantry Base Plate Thin Hex Nuts o 304 or 316 Stainless Steel

Thread locker o ASTM D5363 (Blue)

Concrete Screw Anchors o Simpson Strong-Tie Titen HD

Concrete Epoxy Anchors o Simpson Strong-Tie SET-3G

Base Plate Grout o Non-shrink grout o Minimum compressive strength of 6000 psi o Meets or exceeds the requirements of ASTM C928 R3 and ASTM C 1007

Cotter Pins o 304 or 316 Stainless Steel

3.3 GATE AND GANTRY FRAME WELDMENTS

All structural material shall be dual certified 304/304L Stainless Steel unless noted otherwise.

o ASTM A240 Hex Nuts (For Welding) o Heavy Hex o 304 or 18-8 Stainless Steel

3.4 GATE AND GANTRY FRAME LINERS

All Liners shall be UHMW Polyethylene meeting the following requirements:

o ASTM D4020 o Rated for outdoor use including UV resistance.

3.5 GATE PICKETS AND SPACERS

Gate Pickets are Hydrothane vertical bars.

o Extra High Molecular Weight Polyethylene

Picket Spacers o EHMW or UHMW material o Rated for outdoor use including UV resistance.

3.6 WALKWAY MODIFICATIONS

Channel o ASTM A36

Flat bar or Plate o ASTM A36

Pipe o ASTM A53

Walkway Grating o 100 lbs/sq. ft minimum capacity o Galvanized to ASTM A123 o Slip resistant surface provided with serrations or grit texture.

Concrete Epoxy Anchors o Simpson Strong-Tie SET-3G

Threaded Rod o ASTM F1554 Grade 36

All Hex Nuts o ASTM A563 Grade A

All Flat Washers o ASTM F436

Thread locker o ASTM D5363 (Blue)

3.7 NEW JIB CRANE

Jib Crane o McMaster Carr Part # 3729T96 o 14ft span o ½ ton capacity

Threaded Rod o ASTM A193 B7

Flat Washers o ASTM F593

Hex Nuts o ASTM A194 Heavy Hex

Concrete Screw Anchors o Simpson Strong-Tie Titen HD

Mild Steel HSS o ASTM A500B or ASTM A513

Plate o ASTM A36

4.0 ELECTRICAL EQUIPMENT REQUIREMENTS

4.1 WIRING

o #8 AWG, Copper Wire, Line/Sigle Phase, Black or Red Color, 300 Feet.

o #8 AWG, Copper Wire, Neutral, White Color, 300 Feet.

o #8 AWG, Copper Wire, Ground, Green-Yellow Color, 150 Feet.

4.2 CIRCUIT BREAKER

o Two Circuit Breakers each Circuit Breaker rated for 20 Amps.

4.3 RECEPTACLE

o 20 Amps 120-Volt Two Single Self-Test Tamper Resistant/Weather Resistant GFCI

Receptacle, NEMA 3R Enclosure.

4.4 CONDUIT AND FITTINGS

o 1’’ Rigid Metal Conduit (RMC), 150 Feet.

o ½’’ ¾” Flexible Metal Conduit (FMC). 40 Feet.

o Junction Box NEMA 3R, Screw Cover,6” x 6” x 4”, Painted.

o RMC Fittings Such as Metallic Grounding Bushing, Threaded Conduit Body with

Stamped Cover shall be used along with other RMC Fittings to complete the work.

5.0 SUBMITTALS

Submit the following in accordance with the submittal procedures listed below: Unless otherwise noted, all submittals require Government approval. Submittals will be reviewed and responded to within 7 business days.

A. BILL OF MATERIALS (FOR INFORMATION ONLY)

i. The Contractor shall provide a complete list of quantities and description of items being supplied. This item does not require Government approval.

B. MATERIAL DATA

i. The Contractor shall provide catalog data, drawings (as applicable), and Operation and Maintenance Data (as applicable) for all materials being provided.

6.0 SUBMITTAL PROCEDURE

Submittals shall be transmitted electronically to both the technical Point of Contact and the alternate technical point of contact listed below in section 8. For files that are too large to transmit over email, coordinate the transfer method with the contracting officer’s representative.

Official receipt of a transmittal begins the business day after the Government receives that transmission by e-mail or through the Safe Access File Exchange website.

Each submittal shall include a cover containing the following information:

(1) Project title, contract number, and Contractor's name.

(2) Subcontractor, supplier, or manufacturer's name, as applicable.

(3) Items being submitted.

The information listed above can be provided using an ENG Form 4025 or a locally generated document.

A fillable ENG Form 4025 will be provided by the technical POC after award.

Review Notations

Unless otherwise noted for a particular submittal, review will be completed within Twenty 20 calendar days after date of receipt of submittal. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked with an action code of "A" are "approved" or "accepted" and authorize the Contractor to proceed with the work covered.

b. Submittals marked with an action code of "B" are "accepted as noted on drawing", "accepted except as noted on drawing", and authorize the Contractor to proceed with the work covered once they make the changes to the submittal provided they take no exception to the corrections.

c. Submittals marked with an action code of "C" are "accepted as noted, resubmission required", and authorize the Contractor to proceed with the work covered provided they take no exception to the corrections. The Contractor shall resubmit with appropriate changes to address the Government notations.

d. Submittals marked with an action code of "E" are "disapproved", "not accepted", and indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete.

Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved or accepted.

e. Submittals marked with an action code of "F" are Submittals marked "receipt acknowledge" and will indicate submittal has been received but not necessarily reviewed by the Government. Comments to these submittals may or may not be provided; however, the Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract.

f. FIO submittals marked with an action code of "FX" are Submittals marked as "does not comply as noted with contract requirements" and indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes for Government approval or acceptance. No work shall proceed for this item until resubmittal is received.

Disapproved or Rejected Submittals

Make corrections required. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

Approved/Accepted Submittals

The Government’s approval or acceptance of submittals is not to be construed as a complete check and indicates only that the general materials and other information is satisfactory.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist.

The Contractor is responsible for performing Quality Assurance to ensure the satisfactory procurement of final products.

After submittals have been approved or accepted by the Government, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

7.0 SHIPMENT AND DELIVERY

Delivery, handling, and storage of the Fish Ladder Turn Pool Gate components shall conform to manufacturers' requirements and best industry practices.

Notify the Government when the packages have been shipped and provide tracking information via email to the technical POC.

All materials shall be delivered FOB destination to Lower Granite Lock and Dam. Delivery shall be no later than 3 months after Notice of Award. The Contractor shall be responsible for packing and shipping the components in a manner that will ensure undamaged and complete arrival to Lower Granite Lock and Dam. No shipments are allowed other than during normal business hours of Monday - Thursday 7:00 a.m. - 4:00 p.m. excluding Federal holidays.

All shipments shall be delivered to:

US Army Corps of Engineers Lower Granite Lock and Dam ATTN: Jeff Smutny

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8.0 TECHNICAL POINTS OF CONTACT

The primary technical point of contact for this effort will be:

Mike Mclean michael.r.mclean@usace.army.mil 509-527-7580

The alternate technical point of contact for the effort will be:

Nikole Lorvick nikole.a.lorvick@usace.army.mil 509-527-7629

(End of Summary of Changes)