A.07.24_Solicitation_Amendments.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 for the Chena Crane procurement is to add ProjNet for bidder inquiry and replace "tractor" w ith "craw ler".

Please, be sure to acknow ledge this amendment w hen submitting bids.

See Summary of Changes for more information.

All other terms and conditions of W911KB18R0036 remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 10-Apr-2018

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 W911KB18R0036

X 9B. DATED (SEE ITEM 11)

09-Apr-2018

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 is extended, X 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

10-Apr-2018

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911KB18R0036

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

BIDDER INQUIRY

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) 7 Calendar Days prior to proposal submission. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email.

Another email to the same address will notify the prospective vendor once the reply is available for viewing. All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted in an amendment to the solicitation in the form of a report generated from ProjNet as soon as the comment/question entering period is over and all answers are finalized. In the event of a conflict between the bidder inquiry responses and the solicitation, the solicitation shall govern.

The Bidder Inquiry Key is: FWT5JE-NFCKJQ

The Solicitation Number is : W911KB18R0036

Specific Instructions for ProjNet Bid Inquiry Access:

1) From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2) Identify the Agency. This should be marked as USACE.

3) Key. Enter the Bidder Inquiry Key listed above.

4) Email. Enter the email address you would like to use for communication.

5) Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6) Enter your First Name, Last Name, Company, City, State, Phone, Email, Seret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7) Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1) For future access to ProjNet, you will not be provided any type of password. You will utilize your

Secret Question and Secret Answer to log in.

2) From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3) Identify the Agency. This should be marked as USACE.

4) Key. Enter the Bidder Inquiry Key listed above.

5) Email. Enter the email address you used to register previously in ProjNet.

6) Click Continue. A page will then open asking you to enter the answer to your Secret Question.

7) Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

SECTION SF 1449 - CONTINUATION SHEET

SUPPLIES OR SERVICES AND PRICES

CLIN 0001

The CLIN extended description has changed from:

Contractor to furnish and deliver one (1) new lattice boom tractor crane that meets the attached specification requirements. Crane to be delivered FOB Destination to:U.S. Army Engineer District, AlaskaAttn; Chena River Lakes Flood Control Project3800 Laurance RoadNorth Pole, Alaska 99705

To:

Contractor to furnish and deliver one (1) new lattice boom crawler crane that meets the attached specification requirements. Crane to be delivered FOB Destination to:U.S. Army Engineer District, AlaskaAttn; Chena River Lakes Flood Control Project3800 Laurance RoadNorth Pole, Alaska 99705

The following have been modified:

LPTA

Proposal Submission Requirements and Basis of Contract Award

Crane Purchase, 2018 Chena River Lakes Flood Control Project

North Pole, Alaska

This is a “Lowest Price Technically Acceptable (LPTA)” solicitation. The Government will evaluate the proposals in accordance with the criteria described herein and award the contract to the responsible Offeror whose proposal is determined to represent the LPTA proposal. The Government will evaluate technical proposals in accordance with the criteria described herein and will award a contract to the LPTA Offeror. Award will be made on the basis of the lowest evaluated price of those proposals that are deemed technically acceptable. Proposals receiving an “Unacceptable” rating for Volume 1, Factors 1 thru 4 below will be excluded from consideration for award.

The evaluation factors for this action are:

VOLUME 1 – TECHNICAL PROPOSAL

Factor Description Rating

Factor 1

Six Lift Plans showing the crane can make the lifts specified at 90% capacity or less. Lift Plans must include the technical data in Attachment 3 of the Scope of Work.

Acceptable/Unacceptable

Factor Description Rating

Factor 2 125 feet of boom with a duty cycle rating of 16,000 pounds at 85 feet radius.

Acceptable/Unacceptable

Factor 3

Retractable Crawlers with a maximum width of 14 feet when fully retracted. Crane shall be fully mobile when crawlers retracted.

Acceptable/Unacceptable

Factor 4 Minimum line pull of 70,000 pounds. Acceptable/Unacceptable

Acceptable (A): The proposal meets minimum requirements of the solicitation.

Unacceptable (U): The proposal does not meet the requirements of the solicitation.

VOLUME 2 – PRICE PROPOSAL

Factor Description Evaluation

Factor 5 Price Lowest Price

PROPOSAL EVALUATION CRITERIA

Proposals will be evaluated in accordance with the selection criteria below.

The Contractor should prepare their proposal based on information provided in the solicitation documents and which demonstrate their capability to successfully furnish a product that meets the technical requirements. The Government will evaluate the offeror’s price and the product proposal against the required technical specifications in the scope of work and the criteria described herein.

Volume 1, Factor 1 Thru Factor 4: Technical Proposal. Submit a proposal that demonstrates the offeror has proposed a crane that meets the technical criteria listed in Volume 1, Factor 1 thru Factor 4.

Factor 1, Lift Plans: The offeror shall submit 6 lift plans showing the proposed new crane is able to make the 6 lifts specified in Section 1.E of the scope of work. Attachment 3 is an example lift plan that shows the data required for each lift plan.

The Offeror shall use Attachment 2 Control Works Deck Allowable Loads and the particulars of their crane to determine the best location to place the crane for each gate lift. The photos in Attachment 6 are helpful in understanding that the perimeter of the control works deck has handrails in place, which could limit the crane placement. The particulars of crane placement are left to the Offeror and shall be shown in the lift plans for each lift.

Lift plans must also demonstrate the ability of the proposed crane to lift each gate from its stored location to the dogged position shown in Attachment 5.

Factor 2, Duty Cycle Requirements: The offeror shall submit a range diagram and load chart demonstrating the proposed crane’s ability to successfully meet the duty cycle requirements of Section 1.B of the scope of work.

Factor 3, Retractable Crawlers: The offeror shall submit manufacturer’s specifications data to show the proposed crane meets the technical requirements Section 1.C of the scope of work.

Factor 4, Line Pull: The offeror shall submit manufacturer’s specifications data to show the proposed crane meets the technical requirements Section 1.D of the scope of work.

The evaluation standard has been met when the proposal demonstrates that the offeror has proposed a crane that meets the technical specifications identified for the contract.

Volume 2, Factor 5: Price. Submit a properly filled out price schedule that includes crane make and model and total cost.

PRICE SCHEDULE for PRICE EVALUATION PURPOSES

Chena River Lakes Flood Control Project

Crane Purchase

Crane Make & Model Total Cost

SCOPE OF WORK

SPECIFICATIONS

Crane Purchase

CHENA RIVER LAKES FLOOD CONTROL PROJECT

The Chena River Lakes Flood Control Project located at 3800 Laurance Road, North Pole, Alaska 99705 requires a new lattice boom crawler crane that can perform both duty cycle (debris baling) and heavy lift (flood gate) operations. This Scope of Work is for the purchase and delivery of one (1) lattice boom crawler crane that meets the following specification requirements:

1. Technical Specifications:

A. 100 to 160 ton capacity.

B. Duty Cycle Requirements Minimums: 125 feet of boom with a duty cycle rating of

16,000 pounds at 85 feet radius. Reference Attachment 1 for photos of the debris baling task to be performed by the new crane. Note the crane position near the railing on the Control Works deck.

C. Retractable crawlers with a maximum width of 14 feet when fully retracted. Crane shall be fully mobile when crawlers retracted.

D. Minimum line pull of 70,000 pounds with free fall option.

E. Heavy Lift Requirement Minimums: Ability to make the 6 gate lifts specified below at 90 percent capacity or less within the geometry and structural conditions of the Moose Creek Dam Control Works Deck.

Gate Name Weight* (pounds)

Gate 1 – Operating Gate with Hydraulics 94,000 Gate 2 – Operating Gate with Hydraulics 91,350 Gate 3 – Operating Gate with Hydraulics 91,800 Gate 4 – Operating Gate with Hydraulics 92,500 Gate 5 – Emergency, Non-hydraulic, 2 piece

70,000

Gate 6 – Emergency, Non-hydraulic 72,000 Spreader Bar 1,700

*Note: All gate weights are from the USACE Inspection Report “Hydraulic Structures (HSS) Inspection” dated April 2010 unless noted otherwise o Each operating gate has overall dimensions that are approximately 29 feet wide, 28 feet-8 inches tall, and 4 feet-8 inches thick (at the thickest point which is the “ears” on the support beam, the actual gate is about 2’-3” thick) and with rigging about 97,000 pounds.

o Crane rigging: The 4-legged sling is used for the four operating gates (gates 1-4) and the 4-legged sling and spreader bar is used for the two emergency gates (gates 5 and 6). Attachment 4 shows the Government owned rigging weights and dimensions.

o Reference Attachment 2 for the location of each gate on the Moose Creek Dam Control Works deck and allowable loads for different sections of the deck.

o Reference Attachment 4 for pertinent rigging and gate dimensions.

o Reference Attachment 5 for the lift to be made with each gate from its stored location to the dogged position shown.

o Reference Attachment 6 for photos from past gate lifts.

o Reference Attachment 7, Control Works Gate Operation and Maintenance

Manual, for details on the gate configurations.

2. Rigging and Accessories Required:

• Power tag line for duty cycle attachments.

• Corresponding rotation resistant auxiliary wire rope.

• Rope length: three (3) 300 foot lengths for duty cycle work; Two (2) 400 foot lengths for 2-part heavy lifts.

• Auxiliary hoist headache ball and main hoist hook block.

• Three (3) matching wedge and sockets.

3. Purchase shall include:

• Freight to 3800 Laurance Road, North Pole, Alaska 99705.

• Machine set-up and training at site by manufacturer representative (3 day minimum).

• Two complete sets of Operators/Maintenance and Parts Manuals.

• Load charts applicable to lift, grab, and dragline operations for both extended and retracted crawler configurations.

• 3D lift plan software.

• Lift plans for performing the six (6) gate lifts above with the manufactured crane

(see example lift plan in Attachment 3). Use Attachment 2 Control Works Deck Allowable Loads and the particulars of the manufactured crane to determine the best location to place the crane for each gate lift. The particulars of crane placement shall be shown in the lift plans. See photos in Attachment 6 showing that the perimeter of the control works deck has handrails in place which could limit the crane placement. Lift plans shall also include lifting each gate from its stored location to the dogged position.

• Arctic package for ambient operating temperatures as low as 0 degrees Fahrenheit.

Delivery Schedule: Delivery to 3800 Laurance Road, North Pole Alaska 99705 shall be within 1 year following contract award.

(End of Summary of Changes)