A.07.24_W9127N-17-R-0008_Amendment_0004.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

PROJECT TITLE: MOUTH OF THE COLUMBIA RIVER (MCR) NORTH JETTY REHABILITATION

SEE ATTACHED PAGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 19-Apr-2017

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 W9127N-17-R-0008

X 9B. DATED (SEE ITEM 11)

24-Mar-2017

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 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

19-Apr-2017

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

AMENDMENT 0004

This Amendment is issued to revise the following:

1. Section 00100 – Bidding Schedule / Instructions to Bidders:

- FAR 52.225-10 has been removed.

- FAR 52.225-12 has been inserted.

2. Section 00700 – Contract Clauses:

- FAR 52.225-9 has been removed.

- FAR 52.225-11 has been inserted.

3. Divison 01 – General Requirements:

- Section 01 22 00.00 25 has been revised.

4. Drawings

- Sheet G-005 has been revised.

5. All other terms and conditions remain unchanged.

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

The following have been added by full text:

52.225-12 NOTICE OF BUY AMERICAN REQUIREMENT-- CONSTRUCTION MATERIALS UNDER

TRADE AGREEMENTS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “designated country construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American -- Construction Materials Under Trade Agreements” (Federal Acquisition Regulation (FAR) clause 52.225-11).

(b) Requests for determination of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of FAR clause 52.225-11 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction materials, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(4)(i) of FAR clause 52.225-11.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers. (1) When an offer includes foreign construction material, other than designated country construction material, that is not listed by the Government in this solicitation in paragraph (b)(3) of FAR clause 52.225-11, the offeror also may submit an alternate offer based on use of equivalent domestic or designated country construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of FAR clause 52.225-11 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of FAR clause 52.225-11 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic or designated country construction material, and the offeror shall be required to furnish such domestic or designated country construction material. An offer based on use of the foreign construction material for which an exception was requested-- (i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

(End of provision)

The following have been deleted:

52.225-10 Notice of Buy American Requirement--Construction Materials

MAY 2014

SECTION 00700 - CONTRACT CLAUSES

The following have been added by full text:

52.225-11 BUY AMERICAN--CONSTRUCTION MATERIALS UNDER TRADE AGREEMENTS (OCT

2016)

(a) Definitions. As used in this clause--

Caribbean Basin country construction material means a construction material that--

(1) Is wholly the growth, product, or manufacture of a Caribbean Basin country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a Caribbean Basin country into a new and different construction material distinct from the materials from which it was transformed.

Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4)such as agricultural products and petroleum products.

Component means an article, material, or supply incorporated directly into a construction material.

Construction material means an article, material, or supply brought to the construction site by the Contractor or subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site.

Materials purchased directly by the Government are supplies, not construction material.

Cost of components means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Designated country means any of the following countries:

(1) A World Trade Organization Government Procurement Agreement (WTO GPA) country (Armenia, Aruba, Austria, Belgium, Bulgaria, Canada, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hong Kong, Hungary, Iceland, Ireland, Israel, Italy, Japan, Korea (Republic of), Latvia, Liechtenstein, Lithuania, Luxembourg, Malta, Moldova, Montenegro, Netherlands, New Zealand, Norway, Poland, Portugal, Romania, Singapore, Slovak Republic, Slovenia, Spain, Sweden, Switzerland, Taiwan, Ukraine, or United Kingdom);

(2) A Free Trade Agreement (FTA) country (Australia, Bahrain, Canada, Chile, Colombia, Costa Rica, Dominican Republic, El Salvador, Guatemala, Honduras, Korea (Republic of), Mexico, Morocco, Nicaragua, Oman, Panama, Peru, or Singapore);

(3) A least developed country (Afghanistan, Angola, Bangladesh, Benin, Bhutan, Burkina Faso, Burundi, Cambodia, Central African Republic, Chad, Comoros, Democratic Republic of Congo, Djibouti, Equatorial Guinea, Eritrea, Ethiopia, Gambia, Guinea, Guinea-Bissau, Haiti, Kiribati, Laos, Lesotho, Liberia, Madagascar, Malawi, Mali, Mauritania, Mozambique, Nepal, Niger, Rwanda, Samoa, Sao Tome and Principe, Senegal, Sierra Leone, Solomon Islands, Somalia, South Sudan, Tanzania, Timor-Leste, Togo, Tuvalu, Uganda, Vanuatu, Yemen, or Zambia); or

(4) A Caribbean Basin country (Antigua and Barbuda, Aruba, Bahamas, Barbados, Belize, Bonaire, British Virgin Islands, Curacao, Dominica, Grenada, Guyana, Haiti, Jamaica, Montserrat, Saba, St. Kitts and Nevis, St. Lucia, St.

Vincent and the Grenadines, Sint Eustatius, Sint Maarten, or Trinidad and Tobago).

Designated country construction material means a construction material that is a WTO GPA country construction material, an FTA country construction material, a least developed country construction material, or a Caribbean Basin country construction material.

Domestic construction material means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if--

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

Foreign construction material means a construction material other than a domestic construction material.

Least developed country construction material means a construction material that--

(1) Is wholly the growth, product, or manufacture of a least developed country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a least developed country into a new and different construction material distinct from the materials from which it was transformed.

“Free Trade Agreement country construction material” means a construction material that—

(1) Is wholly the growth, product, or manufacture of a Free Trade Agreement (FTA) country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a FTA country into a new and different construction material distinct from the materials from which it was transformed.

“Least developed country construction material” means a construction material that—

(1) Is wholly the growth, product, or manufacture of a least developed country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a least developed country into a new and different construction material distinct from the materials from which it was transformed.

United States means the 50 States, the District of Columbia, and outlying areas.

WTO GPA country construction material means a construction material that--

(1) Is wholly the growth, product, or manufacture of a WTO GPA country; or

(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a WTO GPA country into a new and different construction material distinct from the materials from which it was transformed.

(b) Construction materials.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). In addition, the Contracting Officer has determined that the WTO GPA and Free Trade Agreements (FTAs) apply to this acquisition. Therefore, the Buy American restrictions are waived for designated country construction materials.

(2) The Contractor shall use only domestic or designated country construction material in performing this contract, except as provided in paragraphs (b)(3) and (b)(4) of this clause.

(3) The requirement in paragraph (b)(2) of this clause does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

[Contracting Officer to list applicable excepted materials or indicate ``none'']

(4) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(3) of this clause if the Government determines that--

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the restrictions of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American statute.

(1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(4) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(4)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison Construction material description Unit of measure Quantity Price (dollars) \1\ Item 1:

Foreign construction material Domestic construction material Item 2:

Foreign construction material Domestic construction material \1\ Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).

List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.

Include other applicable supporting information.

(End of clause)

The following have been deleted:

52.225-9 Buy American--Construction Materials MAY 2014

(End of Summary of Changes)

Mouth of the Columbia River North Jetty Rehabilitation 2017

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 SUBMITTALS

1.3 UNIT PRICE PAYMENT ITEMS

1.4 JOB PAYMENT ITEMS

1.5 MEASUREMENT AND PAYMENT

1.5.1 Mobilization and Demobilization, CLIN 0001

1.5.2 A-Select Stone Procurement and Delivery (Sta 99+00 to 102+00), CLIN 0002

1.5.2.1 First 3,200 CY, CLIN 0002AA

1.5.2.2 Over 3,200 CY, CLIN 0002AB

1.5.3 A-Stone Procurement and Delivery (Sta 98+50 to 102+00), CLIN

1.5.3.1 First 7,350 CY, CLIN 0003AA

1.5.3.2 Over 7,350, CLIN 0003AB

1.5.4 B-Stone Procurement and Delivery (Sta 40+00 to 86+00), CLIN 0004

1.5.4.1 First 14,350 CY, CLIN 0004AA

1.5.4.2 Over 14,350 CY, CLIN 0004AB

1.5.5 C-Stone Procurement and Delivery (Sta 16+50 to 40+00), CLIN 0005

1.5.5.1 First 15,150 CY, CLIN 0005AA

1.5.5.2 Over 15,150, CLIN 0005AB

1.5.6 A-Select Stone In-Place (Sta 99+00 to 102+00), CLIN 0006

1.5.6.1 First 3,200 CY, CLIN 0006AA

1.5.6.2 Over 3,200 CY, CLIN 0006AB

1.5.7 A-Stone In-Place (Sta 98+50 to 102+00), CLIN 0007

1.5.7.1 First 7,350 CY, CLIN 0007AA

1.5.7.2 Over 7,350 CY, CLIN 0007AB

1.5.8 B-Stone In-Place (Sta 40+00 86+00), CLIN 0008

1.5.8.1 First 14,350 CY, CLIN 0008AA

1.5.8.2 Over 14,350 CY, CLIN 0008AB

1.5.9 C-Stone In-Place (Sta 16+50 to 40+00), CLIN 0009

1.5.9.1 First 15,150 CY, CLIN 0009AA

1.5.9.2 Over 15,150 CY, CLIN 0009AB

1.5.10 Jetty Crest Haul Roads and Ramps, In-Place, CLIN 0010

1.5.11 Site Preparation and Restoration, CLIN 0011

1.5.12 Sand Fence, CLIN 0012

1.5.13 B-Stone Procurement and Delivery (Sta 86+00 to 98+50), CLIN

1.5.13.1 First 650 CY, CLIN 0013AA

1.5.13.2 Over 650, CLIN 0013AB

1.5.14 B-Stone In-Place (Sta 86+00 to 98+50), CLIN 0014

1.5.14.1 First 650 CY, CLIN 0014AA

1.5.14.2 Over 650 CY, CLIN 0014AB

PART 2 PRODUCTS - NOT USED

SECTION 01 22 00.00 25 Page 1

REPLACED IN ITS ENTIRETY

AMD# 0004

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 22 00.00 25 Page 2

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. In each instance, the Contract price for an item will constitute full compensation as herein specified, as shown, or as otherwise approved. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another line item. In the event any work is required by the specifications Sections or by the Drawings and not specifically mentioned in the measurement and payment paragraphs, separate or direct payment will not be made and all costs thereof are incidental to the work and included in the Contract prices and payments for all Contract Line Item Numbers (CLIN) listed in the price schedule.

b. As stated in Section 00700 Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, the word "provided" must be understood to mean "furnished and installed" when used in this Section or elsewhere in the Specification Sections.

c. Payment for procurement, delivery, and placement of broken stones that are not large enough to fall within the approved gradation in the jetty cross section will not be approved.

1.2 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:

SD-01 Preconstruction Submittals

Schedule of Mobilization and Demobilization Costs; G

Schedule of values; G

1.3 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 Section 00010, PRICE SCHEDULE, and described below. The unit price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, tests and reports, meeting safety requirements;

and for performing all work required for each of the unit price items.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in Section 00010, PRICE SCHEDULE, and described

SECTION 01 22 00.00 25 Page 3 below. All costs for items of work, which are not specifically mentioned to be included in a particular job item, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment; performing all associated Contractor quality control, environmental protection, commissioning, preparation of working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for which separate payment is not otherwise provided. A schedule of values for the job items must be submitted and approved prior to the first payment request. Provide a schedule of values for job items prior to the first pay request. Update with each subsequent payment request.

MANDATORY ITEMS

1.5 MEASUREMENT AND PAYMENT

1.5.1 Mobilization and Demobilization, CLIN 0001

a. Measurement. Measurement will be made as a job for mobilizing and demobilizing all plant, equipment, fuel, supplies, materials, and personnel to and from the job site, including equipment necessary for clearing and grubbing; equipment for handling and placing jetty stones;

erection and removal of Contractor furnished office/trailer space and office equipment for Government use; security/safety fences and gates;

preparing the staging area for jetty stone stockpiling; provisions of the weight scale, scale house, and latrine. This Contract Line Item Number (CLIN) applies to the Prime Contractor and all subcontractor mobilization and demobilization.

b. Payment. Payment will be made at the Contract amount under CLIN 0001 at a rate of 60 percent for mobilization and 40 percent for demobilization as defined in Contract Clause 252.236-7004, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (Dec 1991). Submit a schedule of mobilization and demobilization costs prior to submitting the first request for payment.

1.5.2 A-Select Stone Procurement and Delivery (Sta 99+00 to 102+00), CLIN

1.5.2.1 First 3,200 CY, CLIN 0002AA

a. Measurement. Measurement for A-Select Stone (Armor Stone) Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10

SECTION 01 22 00.00 25 Page 4 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0002AA, A-Select Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.2.2 Over 3,200 CY, CLIN 0002AB

a. Measurement. Measurement for A-Select Stone (Armor Stone) Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0002AB, A-Select Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined

SECTION 01 22 00.00 25 Page 5 by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.3 A-Stone Procurement and Delivery (Sta 98+50 to 102+00), CLIN 0003

1.5.3.1 First 7,350 CY, CLIN 0003AA

a. Measurement. Measurement for A-Stone (Armor Stone) Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0003AA, A-Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.3.2 Over 7,350, CLIN 0003AB

a. Measurement. Measurement for A-Stone (Armor Stone) Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

SECTION 01 22 00.00 25 Page 6

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0003AB, A-Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.4 B-Stone Procurement and Delivery (Sta 40+00 to 86+00), CLIN 0004

1.5.4.1 First 14,350 CY, CLIN 0004AA

a. Measurement. Measurement for B-Stone (Armor Stone) Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights or on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0004AA, B-Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these

SECTION 01 22 00.00 25 Page 7 specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.4.2 Over 14,350 CY, CLIN 0004AB

a. Measurement. Measurement for B-Stone (Armor Stone) Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0004AB, B-Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.5 C-Stone Procurement and Delivery (Sta 16+50 to 40+00), CLIN 0005

1.5.5.1 First 15,150 CY, CLIN 0005AA

a. Measurement. Measurement for C-Stone (Armor Stone)

SECTION 01 22 00.00 25 Page 8

Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0005AA, C-Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.5.2 Over 15,150, CLIN 0005AB

a. Measurement. Measurement for C-Stone (Armor Stone) Procurement/Delivery to the storage/staging area will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

SECTION 01 22 00.00 25 Page 9

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per cubic yard (CY) for Stone placed under CLIN 0005AB, C-Stone Procurement/Delivery; which price and payment will constitute full compensation for placement of the stone in the storage/staging area in accordance with drawings and these specifications. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the storage/staging area. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed by an on-site scale, by a loader with a load cell, or estimated by the GQAR and such volume deducted from the material measured for payment.

c. Rejected Stone and Residue. The weight of all rejected pieces of stone and residue remaining in the hauling vehicle must be determined by reloading and weighing, and such calculated volume must be deducted from the volume previously determined for payment. All rejected stone and residue must be disposed of in an approved manner.

1.5.6 A-Select Stone In-Place (Sta 99+00 to 102+00), CLIN 0006

1.5.6.1 First 3,200 CY, CLIN 0006AA

a. Measurement. Measurement for A-Select Stone In-Place using stone procured under CLIN 0002AA will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per CY for Stone placed under CLIN 0006AA; which price and payment will constitute full compensation for placement of the stone on the jetty in accordance with drawings and these specifications. Rework of existing jetty stones and all surveys are included in the unit cost. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the design section. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed and such weight deducted from the material measured for payment.

1.5.6.2 Over 3,200 CY, CLIN 0006AB

a. Measurement. Measurement for A-Stone In-Place using stone procured under CLIN 0002AB will be the weight of the stone in the hauling

SECTION 01 22 00.00 25 Page 10 vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per CY for Stone placed under CLIN 0006AB; which price and payment will constitute full compensation for placement of the stone on the jetty in accordance with drawings and these specifications. Rework of existing jetty stones and all surveys are included in the unit cost. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the design section. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed and such weight deducted from the material measured for payment.

1.5.7 A-Stone In-Place (Sta 98+50 to 102+00), CLIN 0007

1.5.7.1 First 7,350 CY, CLIN 0007AA

a. Measurement. Measurement for A-Stone In-Place using stone procured under CLIN 0003AA will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per CY for Stone placed under CLIN 0007AA; which price and payment will constitute full compensation for placement of the stone on the jetty in accordance with drawings and these specifications. Rework of existing jetty stones and all surveys are included in the unit cost. Payment will not be made for unsuitable

SECTION 01 22 00.00 25 Page 11 stone, road building material, or materials placed beyond the boundary of the design section. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed and such weight deducted from the material measured for payment.

1.5.7.2 Over 7,350 CY, CLIN 0007AB

a. Measurement. Measurement for A-Stone In-Place using stone procured under CLIN 0003AB will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per CY for Stone placed under CLIN 0007AB; which price and payment will constitute full compensation for placement of the stone on the jetty in accordance with drawings and these specifications. Rework of existing jetty stones and all surveys are included in the unit cost. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the design section. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed and such weight deducted from the material measured for payment.

1.5.8 B-Stone In-Place (Sta 40+00 86+00), CLIN 0008

1.5.8.1 First 14,350 CY, CLIN 0008AA

a. Measurement. Measurement for A-Select Stone In-Place using stone procured under CLIN 0004AA will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

SECTION 01 22 00.00 25 Page 12

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per CY for Stone placed under CLIN 0008AA; which price and payment will constitute full compensation for placement of the stone on the jetty in accordance with drawings and these specifications. Rework of existing jetty stones and all surveys are included in the unit cost. Payment will not be made for unsuitable stone, road building material, or materials placed beyond the boundary of the design section. Unsuitable material, or stone fragments weighed and delivered to the site will be re-weighed and such weight deducted from the material measured for payment.

1.5.8.2 Over 14,350 CY, CLIN 0008AB

a. Measurement. Measurement for A-Stone In-Place using stone procured under CLIN 0004AB will be the weight of the stone in the hauling vehicle in tons of 2,000 pounds, as determined by scale weights on-site for stone placement. A conversion will be used to convert stone weight (tons) to pay volume (CY) that does not include void space. Examples of the weight to volume conversion are given below.

Pay Volume (CY) = Armor Stone Weight in Tons x 2,000 lb/Ton x 1/(mass density-lb/ft^3) x 1 CY/27 ft^3.

For Rock Mass Density = 171 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(171 lb/ft^3) x 1 CY/27 ft^3 =

4.332 CY

For Rock Mass Density = 195 lb/ft^3, the Pay Volume (CY) for 10 tons of Rock is:

10 Ton Weight x 2,000 lb/ton x 1/(195 lb/ft^3) x 1 CY/27 ft^3 =

3.799 CY

b. Payment. The quantity determined as stated above will be paid for at the Contract price per CY for Stone placed under CLIN 0008AB; which price and payment…