A.07.24_-_W912DW18Q00570001.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 One (0001) dated 9 July 2018 is to revise the revise the Instruction to Offerors, revise the Bid Schedule and extend the closing date. All other terms and conditions of this solicitation remain unchanged. Accordingly, this solicitation is amended as follow s:

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

1 12

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

16C. DATE SIGNED

BY 09-Jul-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 W912DW18Q0057

X 9B. DATED (SEE ITEM 11)

03-Jul-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 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

09-Jul-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18Q0057

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 10-Jul-2018 10:00 AM to 13-Jul-2018 10:00 AM.

The following have been modified:

BID SCHEDULE

BASE ITEMS – (Delivery method Sidedump or Transfer)

ITEM NO DESCRIPTION QTY UNIT U. PRICE AMOUNT

0001 2 – 4 Ton Stone 3500 Tons $________ $________

0002 Class V Riprap 3500 Tons $________ $________

0003 4” x 8” Quarry Spalls 1500 Tons $________ $________

0004 1.25 Minus Crushed 1500 Tons $________ $________ Quarry Stone

0005 Topsoil 800 Tons $________ $________

0006 Mulch 400 Tons $________ $________

BASE ITEMS – (Bridge Street Location - Delivery method Solo Dump Truck)

0007 2 – 4 Ton Stone 1500 Tons $________ $________

0008 Class V Riprap 1500 Tons $________ $________

0009 4” x 8” Quarry Spalls 500 Tons $________ $________

0010 1.25 Minus Crushed 500 Tons $________ $________ Quarry Stone

0011 Topsoil 400 Tons $________ $________

0012 Mulch 300 Tons $________ $________

OPTION ITEMS - (Delivery method Sidedump or Transfer)

0013 (Option) 2 – 4 Ton Stone 1500 Tons $________ $________

0014 (Option) Class V Riprap 2500 Tons $________ $________

0015 (Option) 4” x 8” Quarry Spalls 750 Tons $________ $________

0016 (Option) 1.25 Minus Crushed 750 Tons $________ $________ Quarry Stone

0017 (Option) Topsoil 300 Tons $________ $________

0018 (Option) Mulch 300 Tons $________ $________

OPTION ITEMS – (Bridge Street Location - Delivery method Solo Dump Truck)

0019 2 – 4 Ton Stone 500 Tons $________ $________

0020 Class V Riprap 500 Tons $________ $________

0021 4” x 8” Quarry Spalls 500 Tons $________ $________

0022 1.25 Minus Crushed 500 Tons $________ $________ Quarry Stone

0023 Topsoil 400 Tons $________ $________

0024 Mulch 300 Tons $________ $________

INSTRUCTIONS TO OFFERORS

Instructions to Offerors

1. REPRESENTATIONS AND CERTIFICATIONS CONTAINED HEREIN MUST BE COMPLETED BY

QUOTERS AND RETURNED WITH OFFERS:

IF YOUR REPRESENTATIONS AND CERTIFICATIONS ARE REGISTERED IN THE SYSTEM FOR

AWARD MANAGEMENT (SAM) CHECK HERE . IF NOT, YOU CAN REGISTER

ONLINE AT www.sam.gov

2. Marking of Quote Envelopes:

Envelopes shall be plainly marked as follows:

Quote for: Pierce County Emergency Revetment Repairs (Materials)

Request for Quote No.: W912DW18Q0057

Closing Date and Time: 13 July 2018, 10:00 A.M. Pacific Time

AMENDMENTS NUMBERED________HAVE BEEN RECEIVED

Hand carried quote submittal procedures have changed. When dropping off all hand carried proposals, the official delivery location is now the guard station in the main foyer of Federal Center South, located at Building 1202, 4735 E. Marginal Way South where the official time clock is also located. Notify the guard on duty that you have a quote for Contracting Division. The point of contract will be notified and a representative from Contracting Division will sign in your package(s) and transport them to Contracting Division. Please allow sufficient time for these procedures when submitting hand carried quotes. All other quote submittal procedures remain the same.

3. For questions call (206)-764-6573. Mailed quotes shall be accepted before closing at US Army Corps of

Engineers, Seattle District, P.O. Box 3755 Seattle, WA. 98124. Physical street address is US Army Corps of Engineers, Seattle District, 4735 E. Marginal Way S., Building 1202, Seattle, WA 98134. All emailed offers shall contain the RFQ No. W912DW18Q0057 in the subject line and emailed to the following email address:

vincent.e.daniels@usace.army.mil.

4. PROSPECTIVE OFFERORS: Contractors are required to be registered in the System for Awards Management

(SAM) for awards resulting from solicitations.

This rule more efficiently implements the Debt Collection Improvement Act of 1996, as it requires contractors to be registered in SAM for consideration of future solicitations, awards, and payment. Registration is required prior to award of any contract, basic agreement, basic ordering agreement, or blanket purchase agreement from a solicitation. LACK OF REGISTRATION IN THE SAM DATABASE WILL MAKE AN OFFER INELIGIBLE FOR AWARD. The web site may be accessed at www.sam.gov.

5. ELECTRONIC FUNDS TRANSFER (EFT): Effective 99 Jun 01, the Government will make all payments by

EFT (unless the Government VISA credit card is accepted). The only exceptions are: 1) Foreign Vendors, 2) Government Agencies, and 3) One time payments. The EFT forms and instructions are on the USACE Finance Center (UFC) Web Page; www.fc.usace.army.mil. The UFC point of contact for this action is Mr. Michael Rye,

(901) 874-8543.

6. Award will be made to the lowest priced responsible quoter or quoter(s) whose quote conforms to the requirements of the solicitation.

7. Offerors will be evaluated on the basis of advantages and disadvantages to the Government that might result from making more than one award (multiple awards). It is assumed, for the purpose of evaluating offers that $1,000.00 would be the administrative cost to the Government for issuing and administering each contract awarded under this solicitation, and individual awards will be for the items or combination of items that result in the lowest aggregate cost to the Government.

8. Required Submittals:

a) Instruction Page (2 pages)

Indicate if you are registered SAM.

Must acknowledge any/all amendments to the solicitation.

Must fill in all company information requested All submittals as required by evaluation criteria

b) Fill in all pricing information.

c) 52.204-17 Ownership oR Control of Offeror (JUL 2016). Must fill in all applicable blanks.

d) 52.204-20 Predecessor of Offeror (JUL 2016). Must fill in all applicable blanks.

e) 52.209-2 PROHIBITION ON CONTRACTING WITH INVERTED DOMESTIC

CORPORATIONS--REPRESENTATION (NOV 2015). Must fill in all applicable blanks.

f) 52.209-11 Representation by Corporations Regarding Delinquent Tax Liability or a Felony Conviction under any Federal Law (FEB 2016). Must fill in all applicable blanks.

g) 52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--COMMERCIAL ITEMS (NOV 2017) ALTERNATE I (OCT 2014). Must fill in all applicable blanks.

h) 52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (OCT 2014) - ALTERNATE I (Sept 2015). Must fill in all applicable blanks.

i) 52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION (JULY 2013). Must fill in all applicable blanks.

All of these must be filled in and returned in order to be eligible for evaluation.

DO NOT return the rest of the solicitation form.

9. The contractor is required to provide the following information with your quote:

Federal Taxpayer’s ID Number:

DUNS Number:

Cage Code Number This requires registration in SAM, web site for registration is www.sam.gov.

Remit to Address:

Company Name:

Address:

City/State/Zip:

Phone & Fax Numbers:

Point of Contact:

E-Mail Address:

The offeror must provide pricing for all items in the solicitation for its quote to be acceptable to the Government.

All quoted items must meet the requirements of the Request for Quote (RFQ) including specifications stated in all attachments.

Multiple quotes are not accepted for this RFQ. If multiple quotes are received only one quote (as determined by the Contracting Officer) will be evaluated by the Government. The quote shall be determined acceptable based on the date and time received.

The contractor should list any special features or warranty information applicable to the quoted product(s).

ANNOUNCEMENT TO OFFERORS

Due to recent national events Seattle District US Army Corps of Engineers shall be conducting business under heightened security for the foreseeable future.

Access to Federal Center South, 4735 E Marginal Way S, Building 1202, Seattle, WA 98124 will be through the front lobby only. The building is under Federal Protective Service, which means that persons entering the facility are subject to inspection; including purses, packages, etc. All deliveries shall be thoroughly inspected. In addition, visitors may be required to be escorted by Corps personnel while in the building.

For any questions please contact the Contract Specialist assigned to your project or check our website at www.nws.usace.army.mil for up-to-date information.

STATEMENT OF WORK

STATEMENT OF WORK

Emergency Repair Pierce County Levees – Materials

1. MATERIALS REQUIRED:

Acceptance of Materials:

Materials will be inspected at the jobsite prior to acceptance/delivery. Contractor shall be responsible for maintaining gradation as specified. Materials testing requirements may be enforced if the onsite Corps of Engineers representative determines that materials being delivered do not appear to meet the specification requirements contained in this document. There is no guarantee that all material quantities will be utilized.

2. LOCATION:

The projects and delivery locations are located near the town of Orting, WA. Delivery will be to all locations shown, as coordinated by QAR or Contracting Officer.

The Alward Segment 1 Levee is located along the left bank of the Carbon River, East of the City of Orting, in Pierce County, Washington.

The Bridge Street Levee is located along the left bank of the Carbon River, East of the City of Orting, in Pierce County, Washington.

The Leach Road Levee is located along the left bank of the Puyallup River, downstream of the City of Orting, in Pierce County, Washington.

3. METHOD OF DELIVERY:

All materials will be delivered using Side Dump Truck, Solo Dump Truck, or Truck and Transfer; Supplier must be able to provide a minimum of 1000 tons of material per day between three sites.

4. STONE MATERIALS SPECIFICATIONS:

Each stone piece shall meet the following test requirements for quality:

Test Requirement Specific Gravity (BSSD) 2.60 minimum.

(ASTM C127-88(2001) (CRD-C 107)

Absorption Not more than 3 percent

(ASTM C127-88(2001) (CRD-C 107)

Abrasion Not more than 20 percent loss

(ASTM C131-96) (CRD-C 117)

Accelerated Expansion (CRD-C 148) Not more than 10 percent breakdown

Magnesium Sulfate Soundness, 5 cycles (ASTM C88-99a) (CRD-C 137) Not more than 10 percent loss

Drop Test No breakage or cracking

5. LABORATORY STONE TESTING:

Previous test results may be requested to verify quality. The following represent test procedures specified recently on Corps projects to determine quality.

i) Specific Gravity and Absorption: Weight per cubic foot will be determined by multiplying the bulk-saturated-surface-dry specific gravity (BSSD) times 62.4 pounds per cubic foot. Specific gravity and absorption will be determined in accordance with ASTM C127 (Corps of Engineers Testing Procedure CRD-C 107), modified as follows:

The test sample will consist of about 5,000 grams of generally cubical pieces of stone passing the 2-inch and retained on the 1-1/2 inch standard square mesh sieve sizes. Test pieces will be laboratory prepared by jaw crushing and chipping. Test method permits a variance in reproduction of test results of 0.02 in BSSD specific gravity and 0.05 percent in percentage of absorption. This variance in specific gravity is equivalent to a variance of plus-or-minus 1.2 pounds per cubic foot in unit weights computed from the specific gravity.

ii) Abrasion: Abrasion loss will be determined in accordance with ASTM C131 (Corps of Engineers

Testing Procedure CRD-C 117), modified as follows:

Test sample will be of the same size and gradation as that described above for use in determination of specific gravity and absorption, the abrasive charge used will comply with that used in Grading “A", and the test sample will be subjected to 500 revolutions. The standard test method designated ASTM C535 (CRD-C 145) shall not be substituted for ASTM C131.

iii) Accelerated Expansion (15 Days): The test sample will be tested in accordance with Corps of

Engineers Testing Procedure CRD-C 148, except as herein specified. Testing procedure for sample size in CRD-C 148 will be modified as follows:

The test sample will be from 4,950 grams (10.83 pounds) to 5,050 grams (11.05 pounds) of 1-1/2 inch to 2 inch pieces. Test results will be computed by dividing the number of pieces that breakdown by the number of pieces in the original test sample. Failure or breakdown is defined as any piece separating into two or more pieces or losing sufficient surface material to allow it to pass through the 1-112 inch sieve. Maximum allowable breakdown is 10 percent over a period of 15 days. Weight loss based on the original oven dry weight will be recorded.

iv) Magnesium Sulfate Soundness: The test is based upon ASTM C88 (CRD-C 137). Test sample will be similar to that described above for use in determination of specific gravity and absorption. This test, which will be conducted through five cycles, which requires 2 to 3 weeks time for completion.

v) Physical Stone Testing by Drop Test. A drop test provides an immediate evaluation of the durability of very large stones during handling of the stone including placement into a structure. If requested, several representative test stones shall be dropped from a bucket or by other means from a height of not less than half the average diameter of the stone onto a rigid surface or second stone of comparable size. Dumping from a truck is not acceptable. The stone shall be examined carefully before as well as after the completion of the test. Failure criteria are the development of new cracks, opening of old cracks, and the loss of a piece from the surface of the stone. Each stone that is to be tested shall be dropped a total of five times for evaluation purposes with examination after each drop. The Contractor shall provide all necessary equipment and operating personnel to help perform the testing. Drop tests shall be conducted by the Contractor under the supervision of the Contracting Officer.

vi) Quarry Operations. Quarry operations shall be conducted by the Contractor in a manner that shall produce stone conforming to the requirements specified and may involve selected quarrying, handling, processing, blending, and loading as necessary. Blasting and handling of rock shall be controlled by the Contractor to produce rock of the size ranges and quality specified. Techniques such as the use of proper hole diameter, hole depth, hole angle, burden, and spacing distances, types and distribution of explosives, delay intervals and sequence, removal of muck piles between each shot, and special handling techniques are required as necessary to produce the specified materials. All aspects of blasting operations shall be specifically designed so that the end product is not damaged from the blasting technique and that the stone is suitable for the intended purpose.

Stone Gradation: Stone shall be 2 to 4 Ton as specified below:

100 % Smaller than 8,000 lbs 50 % Larger than 6,000 lbs 100 % Larger than 4,000 lbs

Stone Gradation: Stone shall be Class V RipRap as specified below:

Class V Riprap

Distribution Weight (lb) Diameter (in) 100% Smaller 1800 28-42

50% Size 750 22-28 90% Larger 350 17-23 10% Range 25-350 7-18

All rock shall be sound, clean, angular, durable stone. Rounded rocks are not acceptable. The longest dimension of any stone shall not exceed three times its shortest dimension. Acceptability of stones will be determined by visual inspection, laboratory tests, and/or geologic inspection.

1.25” Minus Shall be made of crushing angular rock.

Sieve Size Percent Passing 1¼″ square 100 1″ square 80-100 ⅝″ square 50-80 U.S. No. 4 25-45 U.S. No. 40 3-18 U.S. No. 200 7.5 max.

% Fracture 100 min.

All percentages are by weight. The fracture requirement shall be all sides and will apply to the combined aggregate retained on the U.S. No. 4 sieve in accordance with FOP for AASHTO TP 61.

4" x 8" Quarry Spalls Quarry Spalls shall be screened crushed rock from clean, sound, angular material.

Sieve Size Percent Passing

8″ 100% 4″ 0 (All percentages are by weight.)

Topsoil The topsoil for the project will consist of a 75%/25% mixture of engineered soil and organic compost, respectively. The engineered soil will meet the following gradation, and shall be free of roots, chemicals, garbage, and debris.

Engineered Topsoil

Sieve Size % Passing ½” 100 #4 75-95 #10 40-75 #16 25-55

#40 25-50 #200 10-20

All percentages are by weight.

The fracture requirement shall be at least one fractured face and will apply to the combined aggregate retained on the U.S. No. 4 sieve in accordance with FOP for AASHTO PT 61. The portion of crushed surfacing retained on a U.S. No. 4 sieve shall not contain more than 0.15 percent wood waste.

Acceptance of Materials:

Materials will be inspected at the jobsite prior to placement. Contractor shall be responsible for maintaining gradation as specified. Materials test requirements maybe required if the onsite Corps of Engineers representative determines that materials being delivered do not meet the specification contained in this scope of work.

***NOTE: There is no guarantee that all material quantities will be utilized, all quantities are estimates, and the contract will be issued on a Not to Exceed Basis.

6. PERIOD OF PERFORMANCE:

It is anticipated work shall commence on or about 15 July 2018, after contract award, or by direction of the Contracting Officer.

7. SAFETY REQUIREMENTS:

Operation of equipment shall be conducted in accordance with the requirements of EM 385-1-1, “Safety and Health Requirements Manual”. All personnel are required to have PPE in accordance with EM 385 1-1. All dump trucks are required to have backup alarms and tailgates. EM 385 1-1 can be found at http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

8. INSPECTION AND SUPERVISION:

All work shall be conducted under the direction of the Emergency Management Branch, Seattle District, Corps of Engineers.

9. WORK WEEK:

Work week for delivery of materials will be Monday thru Saturday unless otherwise directed by Contracting Officer.

10. MAIL INVOICES TO:

If Emergency Management prepares the invoice for the contractor, DO NOT mail copies to the Corps of Engineers nor to Millington TN. If the contractor prepares their own invoice, then mail original to:

Seattle District, Corps of Engineers

ATTN: CENWS-OD-EM

PO Box 3755 Seattle, WA 98124-3755

Payment will be based on the actual tonnage delivered as reflected by the US Army Corps of Engineers, Seattle District. Invoices will show actual quantity delivered, partial payments authorized, not all options for delivered rock materials may be authorized.

(End of Summary of Changes)