W911KB22B0003-0001.pdf

NIL003

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 incorporate the follow ing changes:

1.The follow ing revised documents shall be substituted for the superseded documents. The identif ier “AM1” appears before and after new and/or revised material:

•Cover Page •Section 00 11 01 – CLIN Schedule, revised Item No. 0002, 0009, 0015, 0021.

•Section 01 19 40.00 29, Special Items (Civil Works), replace pages 1-7. Paragraph 1.12.g revised.

•Section 01 22 00.00 10 Price and Payment Procedures, replace pages 1-4. Revised paragraphs 1.2.1.2 and 1.2.1.3.

2.Change the Bid Opening from 24 Feb 2022 to 3 March 2022 at 2pm AKST.

3.Update FAR Clauses 52.211-10 and 52.217-7 4.Include minutes from the pre-bid conference call held 1 February 2022.

5.Respond to nine bidder inquiries.

The point of contact for this amendment is Jennifer Gosh at Jennifer.Gosh@usace.army.mil.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 03-Feb-2022

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 W911KB22B0003

X 9B. DATED (SEE ITEM 11)

24-Jan-2022

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

03-Feb-2022

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

2204 TALLEY AVENUE

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:

W911KB22B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - STANDARD FORM (SF) 1442

The required response date/time has changed from 24-Feb-2022 02:00 PM to 03-Mar-2022 02:00 PM.

The Issued By organization has changed from

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

to

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

2204 TALLEY AVENUE

JBER AK 99506-0898

SECTION 00 11 01 - CLIN SCHEDULE

The following have been modified:

CLIN SCHEDULE

SECTION 00 72 00 - CONTRACT CLAUSES

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work as shown in the following table.

AM1…

CLIN Item Nos. Complete Work 0001 thru 0008 31 December 2023 0009 thru 0026 (if awarded in 2022) 31 December 2023 0009 thru 0026 (if awarded after 2022; see note 2 below)

31 December 2024

0027 thru 0029 (if 0009 thru 0026 are awarded after 2022; see note 2 below)

31 December 2024

Notes:

1. The date stated for completion shall include final cleanup of the premises.

2. CLIN Item Nos. 0027 thru 0029 will not be exercised by the Government if CLIN Item Nos. 0009 thru 0026 are awarded by 31 December 2022 such that all construction may be performed by the contractor in the first year utilizing only one mobilization and demobilization. The Government may exercise the items identified in the Bid/CLIN Schedule as Option Items at its sole discretion, or not at all, in accordance with FAR 52.217-7 of this contract. …AM1

(End of clause)

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

a. The Government may require the delivery of the numbered line items, identified in the Schedule as Option Items, in the quantity and at the price stated in the Bid/CLIN Schedule. The Contracting Officer may exercise the option by written notice at any time, or not at all, but not later than the following dates:

AM1…

CLIN Item Nos. Award By Date 0009 thru 0029 3 April 2023

…AM1

b. The parties hereto further agree that any options herein shall be considered to have been exercised at the time the Government deposits written notification to the Contractor in the mails. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

(End of Summary of Changes)

Section 00 11 01 – CLIN SCHEDULE

BID/CLIN SCHEDULE

NINILCHIK HARBOR REVETMENT REPLACEMENT

NINILCHIK, ALASKA

Item No. Description Qty Unit Unit Price Total Amount

BASE ITEMS (STA 10+00 to STA 15+00 and STA 21+50 to STA 22+00)

0001 Mobilization and Demobilization for First Year Work, complete 1 Job $___________ $___________

0002 Demolish and Remove Existing Revetment STA 10+00 to STA 15+00 and STA 21+50 to 22+00, complete 1 Job $___________ $___________

0003 Excavation and Embankment Preparation STA 10+00 to STA 15+00 and STA 21+50 to 22+00, complete 12,725 CY $___________ $___________

0004 Classified Fill STA 10+00 to STA 15+00 and STA 21+50 to 22+00, complete 900 CY $___________ $___________

0005 Construct C Rock STA 10+00 to STA 15+00 and STA 21+50 to 22+00, complete 2,650 CY $___________ $___________

0006 Construct B Rock STA 10+00 to STA 15+00 and STA 21+50 to 22+00, complete 4,000 CY $___________ $___________

0007 Construct A Rock STA 10+00 to STA 15+00 and STA 21+50 to 22+00, complete 4,150 CY $___________ $___________

0008 Pre- and Post-Construction Surveys for First Year Work, complete 2 EA $___________ $___________

Total of Base Items 0001 through 0008: $___________

Item No. Description Qty Unit Unit Price Total Amount

OPTION 1 ITEMS (STA 15+00 to STA 17+00)

0009 Demolish and Remove Existing Revetment STA 15+00 to STA 17+00, complete 1 Job $___________ $___________

0010 Excavation and Embankment Preparation STA 15+00 to STA 17+00, complete 4,200 CY $___________ $___________

0011 Classified Fill STA 15+00 to STA 17+00, complete 275 CY $___________ $___________

0012 Construct C Rock STA 15+00 to STA 17+00, complete 950 CY $___________ $___________

AM1... ...AM1

0013 Construct B Rock STA 15+00 to STA 17+00, complete 1,400 CY $___________ $___________

0014 Construct A Rock STA 15+00 to STA 17+00, complete 1,500 CY $___________ $___________

Total of Option 1 Items 0009 through 0014: $___________

Item No. Description Qty Unit Unit Price Total Amount

OPTION 2 ITEMS (STA 17+00 to STA 19+00)

0015 Demolish and Remove Existing Revetment STA 17+00 to STA 19+00, complete 1 Job $___________ $___________

0016 Excavation and Embankment Preparation STA 17+00 to STA 19+00, complete 4,000 CY $___________ $___________

0017 Classified Fill STA 17+00 to STA 19+00, complete 275 CY $___________ $___________

0018 Construct C Rock STA 17+00 to STA 19+00, complete 950 CY $___________ $___________

0019 Construct B Rock STA 17+00 to STA 19+00, complete 1,400 CY $___________ $___________

0020 Construct A Rock STA 17+00 to STA 19+00, complete 1,500 CY $___________ $___________

Total of Option 2 Items 0015 through 0020: $___________

Item No. Description Qty Unit Unit Price Total Amount

OPTION 3 ITEMS (STA 19+00 to STA 21+50)

0021 Demolish and Remove Existing Revetment STA 19+00 to STA 21+50, complete 1 Job $___________ $___________

0022 Excavation and Embankment Preparation STA 19+00 to STA 21+50, complete 5,600 CY $___________ $___________

0023 Classified Fill STA 19+00 to STA 21+50, complete 375 CY $___________ $___________

0024 Construct C Rock STA 19+00 to STA 21+50, complete 1,175 CY $___________ $___________

0025 Construct B Rock STA 19+00 to STA 21+50, complete 1,750 CY $___________ $___________

0026 Construct A Rock STA 19+00 to STA 21+50, complete 1,875 CY $___________ $___________

Total of Option 3 Items 0021 through 0026: $___________

Item No. Description Qty Unit Unit Price Total Amount

OPTION 4 ITEMS

0027 Mobilization and Demobilization For Second Year Option Item Work, complete 1 Job $___________ $___________

0028 Pre- and Post-Construction Surveys for Second Year Work, complete 2 EA $___________ $___________

0029 Deconstruct First Year Work From STA 21+50 to 22+00 and Prepare Transition For Second Year Work, complete 1 Job $___________ $___________

Total of Option 4 Items 0027 through 0029: $___________

Total of All Items 0001 through 0029: $___________

NOTES:

1. ESTIMATED VOLUMES: The volumes shown in the “Qty” column for all unit priced items measured by the cubic yard (CY) above are estimated quantities. Actual quantities may vary. Offerers shall reference the following:

FAR 52.217-7 Option for Increased Quantity – Separately Priced Line Item FAR 52.211-18 Variation in Estimated Quantity SCR-GE116 Evaluation of Subdivided Items SCR-GE117 Variations in Estimated Quantities, Subdivided Items

2. EXERCISE OF OPTIONS: The Government intends to award, subject to availability of funds, the base and option items in order to construct the entire project from STA 10+00 to STA 22+00 in the first year utilizing only one mobilization and demobilization. If full funding is not available at time of award, then the Government may exercise a second year of construction to complete any remaining work subject to availability of funds. Offerers shall reference the following:

FAR 52.211-10 Commencement, Prosecution, and Completion of Work FAR 52.211-12 Liquidated Damages – Construction FAR 52.217-5 Evaluation of Options

FAR 52.217-7 Option for Increased Quantity – Separately Priced Line Item FAR 52.232-18 Availability of Funds

EVALUATION OF BIDS:

1. AWARD: Award shall be made to the low, responsive, responsible bidder as determined in accordance with 52.217-5 Evaluation of Options. Evaluation and acceptance of options will not obligate the Government to exercise the options.

2. INCOMPLETE BIDS: Failure to submit a bid on all items in the bid/CLIN schedule will result in an incomplete bid and the bid shall be rejected. Job or unit prices must be shown for each item within the schedule.

3. ARITHMETIC DISCREPANCIES:

(A) For the purpose of initial evaluation of bids, the following shall be utilized in resolving arithmetic discrepancies found on the face of bid/CLIN schedules as submitted by the bidder:

I. Obviously misplaced decimal points shall be corrected;

II. Discrepancy between unit price and extended price, the unit price shall govern;

III. Apparent errors in extension of unit prices shall be corrected;

IV. Apparent errors in addition of job and extended unit prices shall be corrected.

(B) For the purpose of bid evaluation, the Government shall proceed on the assumption that the bidder intends their bid to be evaluated on the basis of unit prices, the total arrived at by resolution of arithmetic discrepancies as provided above, and the bid shall be so reflected on the abstract of bids.

(C) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

4. SPECIAL OFFER CONDITION: If a modification to a bid based on unit prices is submitted which provides for a lump sum adjustment to the total bid price, the application of the lump sum adjustment to each unit price in the bid/CLIN schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid/CLIN schedule.

-- END OF BID/CLIN SCHEDULE --

IFB

SPECIFICATIONS

US Army Corps of Engineers Alaska District

NIL003

(P2 No. 476878)

NINILCHIK HARBOR REVETMENT

REPLACEMENT

NINILCHIK, ALASKA

AM1...W911KB-22-B-0003...AM1

AM1...January 24, 2022...AM1

AM1 NINILCHIK HARBOR REVETMENT REPLACEMENT NIL003

NINILCHIK, ALASKA

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 ACCIDENT PREVENTION PLAN

1.5 FIRE SAFETY

1.6 UTILITIES

1.7 DISPOSITION OF MATERIALS

1.7.1 Salvageable Material

1.8 TESTS

1.9 SCHEDULING OF WORK

1.10 WARRANTY OF CONSTRUCTION

1.10.1 Failures

1.11 CAMP FACILITIES

1.12 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

1.13 PARTNERING

1.14 PRECONSTRUCTION CONFERENCE

1.15 COORDINATION OF WORK

1.16 EQUIPMENT

1.17 HAUL ROADS, LOADING RAMPS, AND DOCKS

1.18 BLASTING

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ATTACHMENTS

ATTACHMENTS:

Attachment 1 Joint Risk Management Template

-- End of Section Table of Contents --

SECTION 01 19 40.00 29 Page 1

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

Items included in this section cover special features and/or requirements which are not otherwise specified or indicated.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Government acceptance is required for submittals with a "G" designation.

SD-01 Preconstruction Submittals

Plant and Equipment Schedule

1.4 ACCIDENT PREVENTION PLAN

Prior to construction, the Contractor shall submit to the Contracting Officer, for approval, an accident prevention plan as outlined in SECTION 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1.

1.5 FIRE SAFETY

The Contractor shall obtain a permit from the organization having jurisdiction over the job site for any welding or open flame work.

1.6 UTILITIES

No Government-furnished utilities are available for Contractor use at the site of the work. The furnishing of water, electricity, and other utilities for work under this contract will be the Contractor's responsibility.

1.7 DISPOSITION OF MATERIALS

Combustible and noncombustible waste material shall be disposed of off-site.

SECTION 01 19 40.00 29 Page 2

No burning will be permitted.

1.7.1 Salvageable Material

Salvageable material, if not otherwise indicated, shall become the property of the Contractor. The value of such salvage shall be reflected in the contract price.

1.8 TESTS

The Contractor shall provide testing, except where specifically noted to be performed by the Government, in accordance with SECTION 01 45 00.00 10

QUALITY CONTROL.

1.9 SCHEDULING OF WORK

Work shall be scheduled to minimize disruption to commercial and subsistence fishing operations associated with Ninilchik Harbor. Peak use of the harbor typically begins in late June and ends in late August each year. A Government Contractor also performs maintenance dredging of the entrance channel and mooring basin in late April to mid-May each year.

1.10 WARRANTY OF CONSTRUCTION

See FAR 52.246-21, Warranty of Construction in SECTION 00 72 00.

1.10.1 Failures

Upon receipt of notice from the Government of failure of any part of warranted items during the warranty period, the affected part or parts shall be promptly replaced. Such replacement shall include furnishing and installing the necessary new part or parts, making all necessary repairs, restoring the affected item to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests shall be performed in the presence of representatives of the Using Agency indicated below. Upon final acceptance of the work or transfer of responsibility to the Government for operation and maintenance of the items covered, whichever is earlier, the Contractor shall be responsible to the Using Agency for the warranty provisions of this contract. A letter stating the applicable warranty provisions shall be furnished to the Contracting Officer in duplicate, in the format and text shown in the sample letter attached to this section.

U.S. Army Engineer District, Alaska P.O. Box 6898

JBER, Alaska 99506-6898

1.11 CAMP FACILITIES

There are no Government owned camp facilities at the job site for the Contractor's use.

1.12 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

The Contractor shall furnish suitable separate living facilities near the job site to be used as quarters for the Government representatives regularly employed at the job site, and located separately from the Contractor's area. Quarters furnished shall be equivalent in quality to the quarters furnished to the Contractor's supervisory personnel. The

SECTION 01 19 40.00 29 Page 3 facilities shall meet all prescribed safety, sanitation and health requirements. All costs shall be borne by the Contractor and included in the contract price. The facilities shall be subject to the approval of the Contracting Officer and shall meet or exceed the following requirements:

a. One house or modular-type housing unit, with the following:

b. Single rooms for two people, each equipped with dresser, nightstand, full-size bed with clean linen, blankets and pillows; each room to have at least 160 square feet of area.

c. A kitchen equipped with a range (vented hood), garbage disposal, microwave oven, refrigerator with freezer, and cooking and eating utensils.

d. A utility room equipped with clothes washer and dryer.

e. A day room equipped with chairs, couch, and a color television.

Television shall be provided with locally available cable service, internet access, and clear reception of basic, locally available channels.

f. A private bathroom for each bedroom, with toilet, wash basin, and shower.

g. AM1... Weekly maid and janitorial services including linen changings, sweeping/vacuuming, bathroom cleaning and disinfecting of common surfaces. ...AM1

The Contractor shall furnish and install utilities, providing connections to service locations. Accommodations shall be in place and connected by start of initial setup work at the job site and maintained through final cleanup. All costs shall be borne by the Contractor and included in the contract price, except that long distance charges incurred by the Government representative will be paid for by the Government upon arrangement with the Contracting Officer.

1.13 PARTNERING

a. The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve a project that includes joint risk management, is without any safety mishaps and results in contract completion within budget, on schedule, and in accordance with plans and specifications. Attachment 1 Joint Risk Management Template, is a tool which may be used to assist in joint risk management

b. This partnership will be bilateral in makeup, and participation will be totally voluntary. Implementation of this initiative will be a topic of discussion at the Preconstruction Conference. Other recurring or special purpose meetings, as agreed between the Government and the Contractor, will be held as necessary to resolve contentious issues and maintain the partnering spirit.

1.14 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Administrative Contracting Officer to discuss and

SECTION 01 19 40.00 29 Page 4 develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and the processes for joint risk management between the Contractor and the Government. Major subcontractors who will engage in the work must also attend.

1.15 COORDINATION OF WORK

The Contractor shall be responsible for all coordination with the U.S.

Coast Guard and all concerned State and local interests regarding its activities, and also with any other contractors as specified in the CONTRACT CLAUSES. The Contractor shall keep advised of vessel traffic near the job site and conduct operations so that interference with vessels will not occur. The Contractor shall conduct its work and dispose of its plant and equipment in a manner that will minimize interference with other construction or operations at the job site. The Government does not guarantee unrestricted availability of the site. Upon completion of the work, the Contractor shall promptly remove its plant, including ranges, buoys, piles, and other temporary structures placed by it under the contract, in navigable waters or on shore.

1.16 EQUIPMENT

The following Equipment Schedule shall be completed by the Contractor and submitted within 10 days of receipt of Notice-to-Proceed. The Contractor shall keep equipment on the job sufficient to meet the requirements of the work. The equipment shall be in satisfactory operating condition and capable of safely and efficiently performing the work as set forth in the specifications and shall be subject to inspection by the Contracting Officer at all times. The equipment used shall be of a design and have characteristics similar to equipment which has been used successfully for a minimum of 3 years under similar conditions. It shall be the responsibility of the Contractor to prove this equipment has sufficient capacity to accomplish the work in a timely manner without damaging existing facilities.

a. Number. For equipment give identifying number or name.

b. Type. Under this heading give general description. Sufficient detailed information shall be furnished to properly delineate the proposed equipment and operation.

c. Capacity. Under this heading, state the estimated capacity of the plant and equipment in cubic yards or tons per day when working materials similar to those anticipated in the work. No reduction in the stated capacity of the plant and equipment employed on the work shall be made except by written permission of the Contracting Officer.

The measure of the "capacity of the plant and equipment" shall be its actual performance on the work.

PLANT AND EQUIPMENT SCHEDULE

(To Be Submitted as Indicated)

Minimum Plant To Be Used Number Type Capacity Manufacturer Age & Condition Location Value

Note: In preparing the above tabulation, the Contractor shall insert the necessary information under the appropriate heading, using a separate line

SECTION 01 19 40.00 29 Page 5

PLANT AND EQUIPMENT SCHEDULE

for each major item and additional pages if necessary.

1.17 HAUL ROADS, LOADING RAMPS, AND DOCKS

The use of existing roads for hauling shall be coordinated with Federal, State and Local agencies. It shall be the Contractor's responsibility to acquire all permits and easements for use of existing roads and docks or for construction of new haul roads, loading ramps, and docks. Prior to construction of any haul road or use of existing roads, the Contractor shall submit to the Contracting Officer, for approval, a haul road plan as outlined in SECTION 01 50 00 demonstrating that the road(s) will meet the safety requirements of EM 385-1-1. Upon completion of the project, the Contractor shall remove all haul roads, loading ramps, and docks it built within the project area, to the satisfaction of the Contracting Officer.

Any temporary fill used for these facilities shall be removed and placed in an acceptable disposal area. Any existing access roads shall be left in as good condition as when work started.

1.18 BLASTING

Blasting will be allowed at the Contractor's selected quarry site(s) only.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 ATTACHMENTS

Sample Warranty Letter

Attachment (1) Joint Risk Management Template

SECTION 01 19 40.00 29 Page 6

S A M P L E L E T T E R

Contracting Officer Date__________________ Address (as stated in Notice of Award)

SUBJECT: Warranty Provisions, Contract

GENTLEMEN:

This is to acknowledge our responsibility in connection with the warranty provisions of this contract as set forth in the contract specifications.

The following items, equipment or systems furnished or installed under this contract are hereby warranted against defective design, material and workmanship for a period as indicated:

Warranted Item, Identification Warranty Expires at Equipment or System Serial Number, Etc. 11:59 PM Std. Time

Upon receipt of notice from the Government of failure of any part or parts of the warranted item, equipment, or system during the warranty period, the affected part or parts will be replaced promptly with new parts. Such replacement will include furnishing and installing the new part or parts, making all necessary repairs, restoring the item, equipment, or system to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests will be performed in the presence of the Representative of the Using Agency indicated below.

We are responsible to ______________________________________ for the warranty provisions of this contract. Correspondence regarding the failure of any of the preceding items, equipment or systems covered by the warranty provisions of this contract should be addressed to:

___________________________________ Telephone Number:

Very truly yours, Signed: ________________________________________ Title: _________________________________________ Organization: __________________________________

SECTION 01 19 40.00 29 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Demolish and Remove Existing Revetment

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Excavation and Embankment Preparation

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Construct C Rock, B Rock, or A Rock

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Construction Surveys

1.2.4.1 Payment

1.2.4.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BID/CLIN SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in SECTION 00 72 00 Contract Clause 252.236-7004

PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: Job.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BID/CLIN SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items. Work paid for under one item will not be paid for under any other item.

1.2.1 Demolish and Remove Existing Revetment

1.2.1.1 Payment

Payment will be made for costs to demolish and remove the existing revetment and groins within the construction boundary. This includes surveying, excavating, transporting, and disposing of the revetment and groin components and all other incidentals necessary to complete this work in accordance with the specifications and drawings. Deviation in the actual quantity, either above or below the estimated quantity shown, shall not be made a basis for a claim for adjustment in the contract unit price, except

SECTION 01 22 00.00 10 Page 2 as otherwise specified in SECTION 00 73 00.00 29 Special Contract Requirements SCR-GE117 Variation in Estimated Quantities - Subdivided Items.

1.2.1.2 Measurement

AM1... Payment will be made for costs associated with demolition and removal of existing revement, as defined in Section 31 00 00 EARTHWORK.

1.2.1.3 Unit of Measure

Unit of measure: Job. ...AM1

1.2.2 Excavation and Embankment Preparation

1.2.2.1 Payment

Payment will be made for costs to prepare the embankment for placement of filter rock and rip rap after the existing revetment has been removed. This includes surveying, excavating, transporting, and placing of classified materials, defined in Section 31 00 00 EARTHWORK, and all other incidentals associated with preparing the embankment slope in accordance with the specifications and drawings. Deviation in the actual quantity, either above or below the estimated quantity shown, shall not be made a basis for a claim for adjustment in the contract unit price, except as otherwise specified in SECTION 00 73 00.00 29 Special Contract Requirements SCR-GE117 Variation in Estimated Quantities - Subdivided Items.

1.2.2.2 Measurement

Measurement by the cubic yard for excavation and embankment preparation within the construction boundary shall be computed by comparing surveys and calculating the net volume of material removed and placed as specified in SECTION 31 09 13.00 29 SURVEYS (Civil Works).

1.2.2.3 Unit of Measure

Unit of measure: Cubic yard (CY).

1.2.3 Construct C Rock, B Rock, or A Rock

1.2.3.1 Payment

Payment will be made for costs to produce, transport, and place C, B, or A rock on the revetment between the stations (STA) 10+00 and 22+00 and to the design tolerance specified. This includes rock quality testing, site surveying, and all other incidentals associated with these features of work in accordance with the specifications and drawings. Deviation in the actual quantity, either above or below the estimated quantities shown, shall not be made a basis for a claim for adjustment in the contract unit price, except as otherwise specified in Section 00 72 00 Contract Clause FAR 52.211-18 Variations in Estimated Quantities.

1.2.3.2 Measurement

Measurement by the cubic yard for C, B and A rock within the construction boundary shall be computed by comparing surveys and calculating the net volume of material placed as specified in Section 31 09 13.00 29 SURVEYS (Civil Works).

SECTION 01 22 00.00 10 Page 3

1.2.3.3 Unit of Measure

Unit of measure: Cubic yard (CY).

1.2.4 Construction Surveys

1.2.4.1 Payment

Payment will be made at the contract unit price for each survey and shall constitute full compensation for performing the pre-construction and post-construction surveys as specified in Section 31 09 13.00 29 SURVEYS (Civil Works). Under no circumstances will any payment be made for a survey until all requirements of Section 31 09 13.00 29, applicable to that survey, have been met.

1.2.4.2 Unit of Measure

Unit of measure: each (EA).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 22 00.00 10 Page 4

Ninilchik Revetment Replacement, Ninilchik, Alaska

Prebid Conference Call Date: 1 February 2022 at 11:00 AM

Location: Webex

Meeting opened at 1101 with Christine Dale’s introduction and roll call. There were 29 attendees present: 6 USACE Employees and 23 Contractors representing 13 different companies.

Good morning, my name is Jennifer Gosh and I am the Contract Specialist for this requirement. This is the Prebid Conference Call for Solicitation Number W911KB22B0003, project titled Ninilchik Revetment Replacement, Ninilchik, Alaska

Anything said during this teleconference does not change the official solicitation. If the solicitation is changed, it will be done by formal amendment.

This solicitation is a "Total Small Business Set Aside” procurement. The NAICS code is 237990 and the small business size standard is $39.5 Million. The proposed contract is a firm fixed price contract consisting of eight base items plus 21 optional tasks. Construction Wage Rates do apply.

The following items must be submitted with your bid:

• Completed Standard Form 1442 and any SF30 solicitation amendments issued as part of this requirement. Ensure you acknowledge all amendments on the SF 1442 block 19.

• Complete Section 00 11 01 Bid/CLIN Schedule.

• Completed Section 00 45 00 Representations and Certifications including the appropriate

Business Certification starting on page 19.

• Bid Guarantee

I will now review some of the points in the Section 00 21 00 - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS found on page 12 of the solicitation package.

1. The magnitude of this project is approximately $5,000,000 to $10,000,000.

2. The solicitation is available for download at www.SAM.gov

3. Performance and Payment bonds are required and shall be 100% of the value of the contract. If there are any modifications that increase the price, additional bond protection will be requests.

4. A bid guarantee in the amount of 20% of the bid price, or $3 Million, whichever is less is required.

5. Please direct any questions to the Bidder Inquiry system. Detailed instructions are found on pages 10 and 11 of the solicitation. Please note that all questions must be received no later than 7 calendar days prior to the bid submission date.

6. Bidders must email their bids to be received no later than the time stated on the 1442 or subsequent amendment. Bids shall be emailed to myself, Jennifer Gosh at Jennifer.Gosh@usace.army.mil with a courtesy copy to my Contracting Officer- Christine Dale at mailto:Jennifer.Gosh@usace.army.mil

Christine.A.Dale@usace.army.mil. Do not furnish a copy of your bid to any other Corps employee. I will reply back immediately letting you know that I have received the bid. If you don’t hear back from me, please give me a call at (907) 753-2525. If you prefer to mail the bid, the mailing address is found on page 12 of the solicitation.

7. The Bid Opening is scheduled to be held February 24, 2022 at 2:00. You may log in via Web-ex or join by phone.

8. After the bid opening, we will announce the apparent low bidder. The Government will then review the pre-award survey, contractor representations and certifications and determine contractor responsibility.

I encourage you to double check your math and ensure any prices submitted when multiplied out only go out to two decimal places. Sometimes programs like Microsoft Excel will use fractions of a cent. Make sure that the Bid (CLIN) Schedule shows the Quantity times Unit Price equals Amount and that the sum of each Amount equals the Total.

Please ensure I receive all the requirement documents prior to the time period stated on the 1442. Do not submit your bid to any person other than those identified in this solicitation.

Should you have any questions after this teleconference, please send me an email and cc Christine.

One final reminder, anything said during this teleconference does not change the official solicitation. If the solicitation is changed, it will be done by formal amendment.

This concludes the contracting portion of the briefing and now I will hand it over to Jeremy Allen.

TECHNICAL SPEC SECTION AND DRAWINGS

a. General Overview

i. Location: Ninilchik Harbor is located on the easterly shore of Cook Inlet in southcentral Alaska, about 100 air miles southwest of Anchorage. See the location and vicinity maps provided in the drawings (Sheet G-101).

ii. Project Description: Ninilchik Harbor is protected by over 1,000 feet of timber and concrete revetment; however, this existing structure is severely deteriorated. This project is to demolish the existing timber/concrete structure and construct a new, multi-layer rock revetment of approximately the same length (see typical sections shown on Sheets C-301, C-302, C-303).

The harbor is an important base for local and commercial fishing vessels with peak use occurring during July. The Contractor shall maintain a minimum one-way access to the harbor using Airport Lane throughout construction (Note 1, Sheet C-101).

iii. Demolition & Embankment Preparation: Excess material from excavation may be used to create a layer of 12 inches thickness or less (composed of only sand and gravel) above mailto:Christine.A.Dale@usace.army.mil

+10 feet MLLW and below +18.4 feet MLLW on the beach from STA 13+00 continuing to the south end of the revetment (Note 2, Sheet C-101, Section 31 00 00).

Excavated beach material locally available within the construction boundary that meets the classified material gradation requirements may be used as classified material (Section 31 00 00-1.3.1).

Utility junction located near STA 21+00 to be removed by local sponsor prior to construction

(Note 4, Sheet C-101).

Debris from existing revetment and timber groins to be disposed of at local landfill. Timbers to not contain any hazardous waste (Note 6, Sheet C-101).

iv. Scheduling of Work: Peak use of the harbor typically begins in late June and ends in late

August. Disruption to commercial and subsistence fishing activity associated with Ninilchik Harbor shall be minimized. A Government contractor also performs maintenance dredging of the entrance channel and mooring basin in late April to mid- May each year (Section 01 19 40.00 29-1.9, Note 4 Sheet G-101).

v. Payment: Payment for demolition, excavation/embankment prep, and construction will be made through measurement by the Cubic Yard (CY). (See Section 01 22 00. 00 10 Measurement and Payment).

b. Environmental Protection (Section 01 57 20.00 10)

i. Special Environmental Requirements: In addition to all other environmental protection requirements, the following are specific to this project (Section 01 57 20.00 10-1.9):

• Fuel storage is prohibited within 50 feet of Cook Inlet and the Ninilchik River.

• Following contract award, the Contracting Officer will provide to the Contractor a copy of Alaska Department of Fish & Game Special Area Permit, Kenai Peninsula Borough (KPB) Habitat Protection Permit, and KPB River Center permitted project sign. The Contractor shall maintain a copy of these documents on site during all project activities.

• Tracked and wheeled vehicles shall not operate in the flowing waters of the Ninilchik River between 16 May and 30 November.

• Rock fill and construction demo debris shall be temporarily stored/stockpiled on the existing roadway above +18.4 feet MLLW or immediately removed from the construction boundary to the max extent possible.

c. Surveys (Section 31 09 13.00 29)

i. Pre-Construction Survey: Entire survey limits as shown on the contract drawings.

ii. Interim Condition Survey(s): Verifies project is being constructed per plans & specs and provides the basis for monthly pay estimates.

iii. Post-Construction Survey: Entire survey limits as shown on the contract drawings.

d. Rock (Section 35 31 19)

i. C & B Rock Gradations: (paragraph 2.4.1).

ii. A Rock: Average rock weight 3,000 pounds. No stone to weigh more than 4,000 pounds or less than 2,000 pounds.

iii. Rock Source: There is no Government approved or designated rock source.

iv. Quarry Development: Instructions for a quarry development plan for new and existing quarries are included in this section.

v. Rock Quality: Rock quality testing requirements are included in paragraph 2.2.1.1. A web link for Corps of Engineers’ validated test labs is in subparagraph i.

vi. Rock Production: Rock production testing is addressed in paragraph 3.1. Samples shall be selected and tested in the presence of the Contracting Officer’s Representative.

Example rocks for each weight range defined in the specification shall be marked and displayed at the quarry and at the project site.

vii. Rock Placement: Well-keyed and interlocked placement is required. Rock shall be placed with the least practicable amount of void space.

e. Safety Requirements (Section 01 35 26)

i. Site Safety Health Officer (SSHO): Requirements and qualifications for this individual and approved alternates are contained in this Section as well as EM 385-1-1. For this solicitation, the Contractor Quality Control Manager may not serve as the SSHO. The SSHO may also serve as the Superintendent.

ii. Equipment Operators: Requirements and qualifications for these individuals are contained in this Section as well as EM 385-1-1.

iii. Accident Prevention Plan (APP): Requirements for the APP are included in this Section as well as EM 385-1-1.

We will now open up the floor for any questions from contractors.

<no questions>

Hearing none, we will go ahead and conclude this prebid conference for Ninilchik Revetment Replacement. If anyone has questions after this conference call, please use ProjNet.

One final reminder, anything said during this teleconference does not change the official solicitation. If the solicitation is changed, it will be done by formal amendment and posted on SAM.gov.

The prebid conference concluded at 1117.

Controlled Unclassified Information (CUI) Only

Bid Inquiry Contractor Report All Inquiries

Project: Ninilchik Harbor, Ninilchik, AK Review: W911KB22B0003 (00001) (sorted by CommentID ) Displaying 9 inquiries.

Id Discipline Sheet Detail Spec

9574524 Environmental C 101

Comment Classification: Controlled Unclassified Information (CUI)

Will the Contractor be allowed to land a rock supply barge near the site if the subsurface conditions are suitable to do so?

On: Jan 25 2022.

Government Response. . Yes, rock supply barge is allowed to land near the site. On: Feb 02 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9574535 Environmental C 101

Comment Classification: Controlled Unclassified Information (CUI)

If it is allowable to land a rock supply barge at or near the site, would it be allowable to drive one or more mooring piles up above elev +10 to hold the barge against the currents?

On: Jan 25 2022.

Government Response. . It is allowable to drive temporary piles above elev +10 to secure a rock supply barge. Note, any in-water piling would not be allowed without further environmental coordination and approvals which would be the responsibility of the contractor. On: Feb 02 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9574574 Construction Management 35 31 19 2.2.1.1i

Comment Classification: Controlled Unclassified Information (CUI)

"The Contracting Officer's designee shall accompany the Contractor and observe and agree to the selection of the rock samples for testing." Who foots the bill for this person's transportation expenses? If the Contractor does, and if the site requires a charter flight, does the charter company need to be DOD approved?

On: Jan 25 2022.

Government Response. . The contractor does not have to pay for the Contracting Officer's designee travel expenses. On: Feb 02 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9574654 Construction Management 01 19 40.00 29 1.12

Comment Classification: Controlled Unclassified Information (CUI)

Accommodations for Government representatives. Does this paragraph refer to the jobsite at Ninilchik or will accommodations of some sort be required at the remote quarry?

On: Jan 25 2022.

Government Response. . Accommodations for government representatives applies only to the jobsite near Ninilchik and not the quarry site. On: Feb 02 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9574674 Construction Management 01 19 40.00 29 1.12g.

Comment Classification: Controlled Unclassified Information (CUI)

Please describe what maid and janitorial services will be required daily. Make beds, wash dishes, sweep floors?

Page 1 of 3ProjNet: Logged In User

2/3/2022https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicPublicReportAll...

On: Jan 25 2022.

Government Response. . Specs will be modified to remove daily service. Instead, only weekly service and shall include new bedsheets and general cleaning (sweeping, vacuuming, bathroom cleaning/disinfecting). Government personnel can make their own beds, do their own dishes. On: Feb 02

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9574745 Civil 35 31 19 3.3.3

Comment Classification: Controlled Unclassified Information (CUI)

"A means shall be used for turning all stones placed above and below mean lower low water (MLLW) at least 90 degrees in both the horizontal and vertical planes, to the extent necessary for final positioning. An excavator with thumb attachment utilized for placing stone shall have sufficient reach and capability of placing and moving a maximum sized stone for positioning within the sections shown on the drawings."

Is an excavator with thumb attachment acceptable as long as the capable operator can manipulate the material into place?

On: Jan 25 2022.

Government Response. . An excavator with thumb attachment is acceptable given the proposed excavator can meet the requirements of the specs On: Feb 02 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9584373 Customer NA NA NA

Comment Classification: Controlled Unclassified Information (CUI)

Would it be possible to publish an attendees list of names and company from the Pre-Bid Conference call & Webex meeting conducted on 02/10/2022?

On: Feb 01 2022.

Government Response. . Minutes from the pre-bid conference call will be posted on www.SAM.gov. On:

Feb 02 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9584778 Civil 35 31 19 2.1.2

Comment Classification: Controlled Unclassified Information (CUI)

Does the C Rock, B Rock, and A Rock all have to come from the same rock source?

On: Feb 01 2022.

Government Response. . Multiple rock sources is allowed given all rock meets the testing requirements in the specifications and the rock source requirements in Section 35 31 19 are met. On: Feb 02 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

9585807 Cost Engineering NA NA NA

Comment Classification: Controlled Unclassified Information (CUI)

Can the USACE please consider a two week extension for this bid due date. The time necessity to identify and source select the most economical and required volume of rock, in addition to achieving the necessary logistical considerations and costs for delivery of said will require additional focus and time.

On: Feb 02 2022.

Government Response. . Solicitation bid due date will be extended 1 week. On: Feb 03 2022

Current Request Status: Request Closed

Information for this report is procurement sensitive.

Page 2 of 3ProjNet: Logged In User

Report Complete

Controlled Unclassified Information (CUI) Only Patent 11/892,984 ProjNet property of ERDC since 2004.

Page 3 of 3ProjNet: Logged In User