W912PL-16-B-0005_Amendment0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers 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 your 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 APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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.

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 2

0001 Aug 12, 2016

W912PL

U.S. Army Corps of Engineers Los Angeles District 915 Wilshire Boulevard, Suite 930 Los Angeles, California 90017-3401 Attn:Contracting Division CESPL-CT-W

SEE ITEM 6

W912PL-16-B-0005

Jul 28, 2016

Santa Ana River Mainstem, Lower Santa Ana River Channel,Reach 9-Phase 5B, Orange County, California. (W912PL-16-B-0005)

The following changes are incorporated by this amendment:

SEE CONTINUATION PAGE

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

REF: W912PL- 16-B-0005 REACH9-PH5B AMENDMENT 0001 8/12/16

AMENDMENT ISSUED TO REVISE THE FOLLOWING FOR THE ABOVE-

REFERENCED SOLICITATION:

1. CONTRACT DRAWINGS (All Revision “A”):

a) Updated title sheet T-02.

b) Various clarifications on sheets T-04, C-09, C-16, and C-22.

c) Corrections for sheets SD-01 to SD-17.

d) Revised note on sheet M-07.

e) Editorial change on sheet S-01.

f) Cleaned up drawing sheet L-02 and corrected legend for sheet L-08.

T-02 INDEX TO CONTRACT DRAWINGS SHEET 1 239/3537

T-04 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS 239/3539

C-09 PLAN AND PROFILE STA 1343+00 TO STA 1352+00 239/3554

C-16 TYPICAL SECTIONS - 1 239/3561

C-21 REST STOP 239/3567

SD-01 30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1276+34.12 239/3587

SD-02 42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1282+71.01 239/3588

SD-03 36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1290+91.06 239/3589

SD-04 66-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1298+82.75 239/3590

SD-05 30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1309+66.02 239/3591

SD-06 30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1317+61.24 239/3592

SD-07 96-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1324+43.00 239/3593

SD-08 36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1330+99.57 239/3594

SD-09 36-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1338+99.34 239/3595

SD-10 72-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1348+36.64 239/3596

SD-11 30-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1356+70.73 239/3597

SD-12 48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1367+33.80 239/3598

SD-13 48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1372+47.25 239/3599

SD-14 84-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1378+53.53 239/3600

SD-15 42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1384+13.54 239/3601

SD-16 48-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1390+56.93 239/3602

SD-17 42-INCH CULVERT EXTENSION PLAN, PROFILE AND DETAILS AT BANK STA. 1393+57.40 239/3603

M-07 MISCELLANEOUS EXISTING FEATURES 239/3610

S-01 GENERAL STRUCTURAL NOTES 239/3611

L-02 LANDSCAPE PLAN STA 1280+00 TO STA 1289+00 239/3615

L-08 LANDSCAPE PLAN STA 1334+00 TO STA 1343+00 239/3621

2. SPECIFICATIONS

Refer to bolded sentences and paragraphs for changes.

Section Section Title

COVER

TABLE OF CONTENTS

SUBMITTAL REGISTER

01 22 00 PRICE AND PAYMENT PROCEDURES

02 41 00 DEMOLITION

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

33 40 00 STORM DRAINAGE UTILITIES

35 31 19 STONE PROTECTION

3. CONTRACTING

Individual Subcontracting Plan Template and Goals

AUG 12, 2016 1

INDIVIDUAL SUBCONTRACTING PLAN

DATE:______________________________

Contractor:____________________________________________________________________

Address:______________________________________________________________________

Solicitation (Contract) No.: ________________________________________________________

Project: _______________________________________________________________________

The following, together with any attachments, is submitted as a Subcontracting Plan to satisfy the applicable requirements of Public Law 95-507, 103-355, 105-135, Historically Underutilized Business Zone Act of 1997, and the Veterans Entrepreneurship and Small Business Development Act of 1999, P.L. 106-50 as implemented by the Federal Acquisition Regulation, the Defense Supplement thereto, Public Law 100-180 and 103-337. The following goals are required for the basic quantity (base period) and each option quantity (period) of the contract.

All bidders are required to include, in their Subcontracting Plan, a Policy Statement or evidence of definitive corporate and management commitment and internal guidance to company buyer recognizing commitment to P. L. 95-507, Section 1207 and P.L. 100-180, Section 806

U.S. Army Corps of Engineers Subcontracting Goals

Type of business Percentage Goals

Small Business 40.0% Small Disadvantaged Business 3.0% Women-Owned Small Business 7.0% HUBZone Small Business 1.0% Veteran Owned-Small Business 3.0% Service‐Disabled Veteran‐Owned 3.0%

AUG 12, 2016 2

THE TOTAL DOLLARS VALUE OF THE PROPSAL (base period and each option year(s)

1. The total estimated dollar value of all planned subcontracting (to all types of business concerns) under this contract is $_____________

If the contract is expected to include options, goals shall be established for the base period and each option year.

2. a. The following percentage goals (expressed in terms of a percentage of total subcontracting dollars) are applicable to the solicitation (contract) cited above.

i. Large business concerns: _____% of total planned subcontracting dollars under this contract will go to subcontractors who are large business concerns.

ii. Small business concerns: ______% of total planned subcontracting dollars under this contract will go to subcontractors who are small business concerns.

iii. Service-disabled small business (SDVO) concerns: ______% of total planned subcontracting dollars under this contract will go to subcontractors who are service-disabled veteran-owned small business concerns.

iv. Veteran-owned small business (VOSB) concerns: _____% of total planned subcontracting dollars under this contract will go to subcontractors who are veteran-owned small business concerns

v. Historically Underutilized Business (HUB) Zone small business concerns ____% of total planned subcontracting dollars under this contract will go to subcontractors who are HUBZone small business concerns.

vi. Small disadvantaged business (SDB) concerns: ______% of total planned subcontracting dollars under this contract will go to subcontractors who are small business concerns owned and controlled by socially and economically disadvantaged individuals.

vii Historically Black Colleges and Universities/Minority Institutions (HBCU/MI):________% of total planned subcontracting dollars under this contract will go to HBCU/MIs as identified in FAR Part 26. This percentage is included in the percentage shown under

2. (a) v., above, as a subset.

AUG 12, 2016 3

viii. Woman-owned small business (WOSB) concerns: _____% of total planned subcontracting dollars under this contract will go to subcontractors who are woman-owned small business concerns.

The total percentage of planned subcontracting with small business concerns includes total dollars planned to be subcontracted with veteran-owned small, service-disabled-veteran-owned small, HUBZone small, small disadvantaged and women-owned small business concerns.

b. The following dollar values correspond to the percentage (%) goals shown in 2.(a) above.

i. Total dollars planned for subcontracting to large business concerns: $____________ ii Total dollars planned to be subcontracted to small business concerns: $_________ iii Total dollars planned to be subcontracted to SDVOSB concerns: $______________ iv Total dollars planned to be subcontracted to VOSB concerns: $_______________ v Total dollars planned to be subcontracted to HUBZone small business concerns:

vi Total dollars planned to be subcontracted to Small Disadvantaged Business concerns:

vii Total dollars planned to be subcontracted to HBCU/MIs concerns: $___________ viii Total dollars planned to be subcontracted to WOSB concerns: $_______________

The total dollars planned for subcontracting with small business concerns includes total dollars planned to be subcontracted with HUBZone small business, small disadvantaged, women-owned small business concerns, service-disabled veteran-owned small business and veteran-owned small business.

3. The following principal products and/or services will be subcontracted under this contract:

a. Products/services planned for subcontracting to large business concerns:

b. Products/services for subcontracting to small business concerns:

c. Products/services planned for subcontracting to SDVO concerns:

AUG 12, 2016 4

d. Products/services planned for subcontracting to VOSB concerns:

e. Products/services planned for subcontracting to HUBZone small business concerns:

f. Products/services planned for subcontracting to SDB concerns:

g. Products/services planned for subcontracting to HBCU/MI concerns:

h. Products/services planned for subcontracting to WOSB concerns:

4. The following method was used to develop the above subcontracting goals (i.e., statement explaining how the product and service areas to be subcontracted were established, how the areas to be subcontracted were established, how the areas to be subcontracted to SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns were determined, and how SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB capabilities were determined).

5. Source lists utilized in making the determinations in paragraph 4 above are as follows:

6. Indirect and overhead costs ____ have ____ have not been included in the goals specified in paragraphs 1 and 2 above.

If indirect and overhead costs are included, explain the method used in determining the proportionate share of indirect and overhead costs to be allocated as subcontracts to SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns and the products and services planned.

7. The following employee will administer the subcontracting program:

AUG 12, 2016 5

Name: ________________________________________________________________________ Title: _________________________________________________________________________ Address: ______________________________________________________________________ Telephone No: __________________________ Fax No: _________________________________ Email address: ____________________________

This individual’s specific duties, as they relate to the firm’s subcontracting program, are as follows: Delete those duties that do not apply.

General overall responsibility for this company’s Small Business Program, to include the development, preparation, and execution of individual subcontracting plans, and for monitoring performance relative to contractual subcontracting requirements contained in this plan, and including, but not limited to:

* Developing and maintaining bidders lists of SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns from all possible sources.

* Ensuring that procurement packages are structured to permit SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns to participate to the maximum extent possible.

* Assuring inclusion of SB, SDVO, VOSB, HUBZone SB, SDB and WOSB concerns in all solicitations for products or services which they are capable of providing.

* Reviewing solicitations to remove statements, clauses, etc., which may tend to restrict or prohibit SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns participation.

* Ensuring periodic rotation of potential subcontractors on bidders lists.

* Ensuring that the proposal review board documents its reason for not selecting lowest priced proposals submitted by SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns.

* Ensuring the establishment and maintenance of records of solicitations and subcontract award activity.

* Attending or arranging for attendance of company counselors at Business Opportunity Workshops, Minority Business Enterprise Seminars, Trade Fairs, etc.

* Conducting or arranging for conduct of motivational training for purchasing personnel pursuant to the intent of P.L. 95-507.

* Monitoring attainment of proposed goals.

* Preparing and submitting required periodic subcontracting reports.

AUG 12, 2016 6

* Coordinating contractor’s activities during the conduct of compliance reviews by Federal agencies.

* Coordinating the conduct of contractor’s activities involving its small and small disadvantaged business subcontracting program.

* Additions to the duties specified above are as follows:

8. The following efforts will be taken to assure that SB, SDVO, VOSB, HUBZone SB, SDB, to include HBCU/M&I, and WOSB concerns will have an equitable opportunity to compete for subcontracts.

a. Outreach efforts will include: (Specify all that apply)

Contacts with minority and small business trade associations.

Contacts with business development organizations.

Attendance at small and minority business procurement conferences and trade fairs.

b. Sources will be identified from the Central Contractor Registration (CCR), Dynamic Small Business Search (www.ccr.gov). List other automated systems to be used

c. The following internal efforts will be made to guide and encourage buyers:

(List all that apply)

(1) Workshops, seminars, and training programs will be conducted.

(2) Activities will be monitored to evaluate compliance with this subcontracting plan.

(3) Arrange interviews with SB/SDVO/VOSB/HUBZone SB/SDB/WOSB concerns and HBCU/MIs.

d. Small, SDVO, VOSB, HUBZone SB, SDB, and WOSB concern source lists, guides and other data identifying SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns will be maintained and utilized by buyers in soliciting subcontracts.

AUG 12, 2016 7

e. Provide a statement on how you will foster Historical Black Colleges/Universities and Minority Institutions and that you will give them equitable opportunity to compete on any of the subcontracting disciplines that may be applicable to Colleges, Universities, or Minority Institutions.

f. Additions to the above listed efforts are as follows:

9. The offeror (contractor) agrees that Federal Acquisition Regulation clause 52.219-8 entitled “Utilization of Small Business Concerns” will be included in all subcontracts which offer further subcontracting opportunities, that individually is expected to exceed $650,000 for service and ($1,500,000 for construction) will be required to adopt and comply with a subcontracting plan similar to the plan required by Federal Acquisition Regulation 52.219-9, entitled “Small, Business Subcontracting Plan.” Such plans will be reviewed by comparing them with the provisions of P.L. 95-507 and assuring that all minimum requirements of an acceptable subcontracting plan have been satisfied. The acceptability of percentage goals shall be determined on a case-by-case basis depending on the supplies/services involved, the availability of potential small, SDVO, VOSB, HUBZone small, small disadvantaged and women-owned small business subcontractors, and prior experience. Once approved and implemented, plans will be monitored through the submission of periodic reports, and/or, as time and availability of funds permit, periodic visits to subcontracting program participants.

10. The offeror (contractor) agrees to submit such periodic reports and cooperate in any studies or surveys as may be required by the contracting agency or the Small Business Administration in order to determine the extent of compliance by the bidder (contractor) with the subcontracting plan and with the clause entitled "Utilization of Small Business Concerns" contained in the contract.

The contractor agrees to submit an Individual Subcontracting Report (ISR) in the Electronic Subcontracting Reporting System (eSRS) in accordance with the instructions on the eSRS website at www.esrs.gov. Regardless of the effective date of this contract, the report shall be submitted for the entire life of the contract within thirty (30) days after the close of each reporting period.

The contractor shall submit a Summary Subcontracting Report (SSR) in the Electronic Subcontracting Reporting System (eSRS) in accordance with the instructions on the eSRS website at www.esrs.gov. The Summary Report of DOD awards shall be submitted within thirty

(30) days after the close of each reporting period to the Administrating Contracting Officer. The first report that includes this contract, shall be submitted after the first full reporting period of this contract in addition to any fractional part of the previous period in which this contract became effective.

AUG 12, 2016 8

11. The offeror (contractor) agrees that it will maintain at least the following types of records to document compliance with this subcontracting plan,

a. Source list, guides, and other data identifying SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns.

b. Organizations contacted to locate SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns.

c. On a contract-by-contract basis, records on all subcontract solicitations over $100,000, indicating for each solicitation (1) whether SB concerns were solicited, and if not, why not; (2) whether SDVO concerns were solicited, and if not, why not; (3) VOSB concerns were solicited, and if not, why not; (4) whether HUBZone SB concerns were solicited, and if not, why not; (5) SDB concerns were solicited, and if not, why not; (6) whether WOSB concerns were solicited, and if not, why not, and (6) reasons for the failure of solicited SB, SDVO, VOSB, HUBZone SB, SDB, and WOSB concerns to receive the subcontract award.

The Subcontracting Plan should be signed by the President, CEO and or a designated officer of the company assuring that the requirements of this Subcontracting Plan will be satisfied.

Signed:_________________________________ Date_____________________________ Typed Name:____________________________ Title:___________________________________

Approved by: ___________________________ Date: ______________________________ Procuring Contracting Officer

Approved by:__________________________ Date:_______________________________ Small Business Specialist Office of Small Business Programs

Copy to: SBA PCR (if applicable)

IFB NO: W912PL-16B-0005

Amendment No. 0001

U.S. ARMY CORPS OF ENGINEERS

LOS ANGELES DISTRICT

Santa Ana River Mainstem, Lower Santa Ana River Channel, Reach 9 – Phase

5B (APPROX. 1/4 MILE EAST OF VIA LOMAS

DE YORBA W. TO APPROX. 1 MILE EAST OF

GYPSUM CANYON ROAD BRIDGE)

Orange County, California

Construction Solicitation and Specifications

AUGUST 2016

Santa Ana River Mainstem Lower Santa Ana River Channel Reach 9 Phase 5B

Orange County, California W912PL-16-B-0005

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

SF 1442 SOLICITATION, OFFER AND AWARD

00 01 05 CERTIFICATION PAGE

00 10 00 CONTRACT LINE ITEM PRICING SCHEDULE

00 21 00 INSTRUCTIONS

00 21 13 INSTRUCTIONS TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 73 00 SUPPLEMENTARY CONDITIONS

00 73 16 DISTRICT INSURANCE REQUIREMENTS

00 73 46 DAVIS BACON WAGES

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53

03 36 00

MISCELLANEOUS CAST-IN-PLACE CONCRETE

GROUTING STONE PROTECTION

DIVISION 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 03 00 GEOTECHNICAL INSTRUMENTATION

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 30 MAINTENANCE OF PROJECT SITE IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 11 30 DECOMPOSED GRANITE

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13 FENCES AND GATES

32 92 19 HYDROSEEDING

32 93 00 EXTERIOR PLANTING (SANTA ANA RIVER)

PROJECT TABLE OF CONTENTS Page 1

01 11 00

01 22 00

01 32 01.00 10

01 33 00

01 35 26

01 42 00

01 45 00.00 10

01 45 00.10 10

01 50 00

01 57 19

01 57 30

01 62 35

01 78 00

SUMMARY OF WORK

PRICE AND PAYMENT PROCEDURES

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

GOVERNMENTAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

CONTRACTOR QUALITY CONTROL

QUALITY CONTROL SYSTEM (QCS)

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

DIVERSION AND CONTROL OF WATER

RECYCLED / RECOVERED MATERIALS

CLOSEOUT SUBMITTALS

AM 0001

AM 0001

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 JOB AMOUNT PAYMENT ITEMS

1.1.1 DEWATERING AND DIVERSION AND CONTROL OF WATER (0001)

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 TRAFFIC CONTROL PLAN AND IMPLEMENTATION (0002)

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 DEMOLITION (0003)

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 TEMPORARY FENCING (0004)

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 CLEARING AND GRUBBING (0005)

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 TOE ROAD (0016)

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 MAINTENANCE ROAD (0017)

1.1.7.1 Payment for AC Maintenance Road

1.1.7.2 Payment for Concrete Maintenance Road

1.1.7.3 Unit of Measure

1.1.8 CREST ROAD (0018)

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 BIKEWAY (0019)

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 DG TRAIL (0020)

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.11 PERMANENT ACCESS RAMPS (0021)

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 MISCELLANEOUS DRAINAGE ITEMS (0034)

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.1.13 GEOTECHNICAL INSTRUMENTATION (0035)

1.1.13.1 Payment

1.1.13.2 Unit of Measure

1.1.14 LANDSCAPING AND IRRIGATION, REST STOP STA 1317+00 TO 1322+00

(0043)

1.1.14.1 Payment

1.1.14.2 Unit of Measure

1.1.15 SLOPE RECONSTRUCTION, REST STOP STATION 1317+00 to STATION

SECTION 01 22 00 Page 1 Amendment 0001

1322+00 (0044)

1.1.15.1 Payment

1.1.15.2 Unit of Measure

1.1.16 SIGNAGE (0045)

1.1.16.1 Payment

1.1.16.2 Unit of Measure

1.1.17 CHAIN LINK FENCE and DOUBLE SWING GATES (0046)

1.1.17.1 Payment

1.1.17.2 Unit of Measure

1.1.18 MOIST CURING FACILITY (0047)

1.1.18.1 Payment

1.1.18.2 Unit of Measure

1.1.19 OPTION A - SARI MANHOLE PROTECTION AND ACCESS ROAD INSIDE

EXCAVATION DAYLIGHT (0047)

1.1.19.1 Payment

1.1.19.2 Unit of Measure

1.1.20 OPTION B - SARI MANHOLE PROTECTION AND ACCESS ROAD OUTSIDE

EXCAVATION DAYLIGHT(0048)

1.1.20.1 Payment

1.1.20.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 STRIPPING AND STOCKPILING TOPSOIL (0006)

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 REMOVE AND SALVAGE EXISTING STONE, PROCESS AND PLACE STONE FOR

RIPRAP SLOPE PROTECTION AND GROUTED STONE (0007)

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 IMPORT STONE FOR RIPRAP SLOPE PROTECTION AND GROUTED STONE

(0008)

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 EXCAVATION (0009)

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 COMPACTED FILL(0010)

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 COMPACTED BACKFILL (0011)

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measurement

1.2.7 BEDDING MATERIAL (0012)

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 GROUTING STONE (0013)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 CONCRETE CURB, DETAIL A (0014)

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

SECTION 01 22 00 Page 2 Amendment 0001

1.2.10 CONCRETE CURB, DETAIL B (0015)

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 RAMP CONTROL GATE (0025)

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 WEEP HOLE SUBDRAIN SYSTEM (0022)

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 SOUND BARRIER WALL (0023)

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 CABLE FENCE(0024)

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 RCP EXTENSION AND OUTLET STRUCTURE (0026, 0027, 0028, 0029,

0030, 0031, 0032, 0033)

1.2.15.1 Payment

1.2.15.2 Unit of Measure

1.2.16 INSTALLATION OF SURVEY MONUMENTS (0036)

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 INSTALLATION OF STATION MARKERS (0037)

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 TEMPORARY IRRIGATION - UPLAND AND RIPARIAN VEGETATION (0038)

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 EXTERIOR PLANTING - UPLAND AND RIPARIAN VEGETATION (0039)

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 HYDROSEEDING - UPLAND AND RIPARIAN VEGETATION (0040)

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

1.2.21 LANDSCAPE PLANT ESTABLISHMENT AND MAINTENANCE - UPLAND AND

RIPARIAN VEGETATION(0041)

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 MAINTENANCE OF PROJECT SITE IMPROVEMENTS (0042)

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 WELL DESTRUCTION (0048)

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

SECTION 01 22 00 Page 3 Amendment 0001

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00 Page 4 Amendment 0001

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 JOB AMOUNT PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job amount payments will be made are listed in the BID SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular job amount must be included in the listed job amount item most closely associated with the work involved. The job amount price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, delivery, storage, and handling of materials, performing all Contractor quality control, environmental protection, meeting safety requirements, tests and reports, potholing, costs incurred for all disposal fees and permit fees, and all work required for which separate payment is not otherwise provided. Refer to the Contract Clause: CONTRACT PRICES -

BIDDING SCHEDULES.

1.1.1 DEWATERING AND DIVERSION AND CONTROL OF WATER (0001)

1.1.1.1 Payment

Payment will be made for maintaining the work areas in a dry condition during construction, including dewatering of groundwater, diverting and controlling surface water, constructing temporary diversion berms, coffer dams, revetments, temporary culverts and structures, excavation and fill, wells, pumping and piping, controlled disposal of water, complete. Payment will include preparation of a dewatering and diversion work plan and Flood Emergency Action plan, maintenance of diversion and control items, obtaining permits, and restoring the site to pre-construction conditions, complete.

1.1.1.2 Unit of Measure

Unit of measure: JA

1.1.2 TRAFFIC CONTROL PLAN AND IMPLEMENTATION (0002)

1.1.2.1 Payment

Payment will be made for preparation of the traffic control plan and implementation of the approved traffic control plan, including bikeway diversion, complete.

1.1.2.2 Unit of Measure

Unit of measure: Job Amount (JA)

SECTION 01 22 00 Page 5 Amendment 0001

1.1.3 DEMOLITION (0003)

1.1.3.1 Payment

Payment will be made for removing and disposing concrete and asphalt pavements, curb, concrete downdrains, structures of concrete, masonry, steeland timber, fencing, posts and gates, timber hitching posts, rails, and footings, irrigation features, area drains and piping, under bridge drainage grate inlet structure and piping, stockpiles, signage, wood headers, debris and other existing surface features that interfere with the work, complete. Signage, timber hitching posts and rails will be salvaged.

Payment will not be made for demolition related to storm drain work or other items where separate payment is provided.

1.1.3.2 Unit of Measure

Unit of measure: Job Amount (JA)

1.1.4 TEMPORARY FENCING (0004)

1.1.4.1 Payment

Payment will be made for providing, maintaining, repairing, and removing temporary fencing and gates, complete. Includes safety fencing.

1.1.4.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.5 CLEARING AND GRUBBING (0005)

1.1.5.1 Payment

Payment will be made for clearing, grubbing, and removal and disposal of trees, vegetation, and organic material as required to perform the work.

Payment also includes filling of holes and depressions associated with clearing and grubbing. The Contractor will not receive compensation for clearing and grubbing outside of the specified limits, unless otherwise directed

1.1.5.2 Unit of Measure

Unit of Measure: JA

1.1.6 TOE ROAD (0016)

1.1.6.1 Payment

Payment will be made for providing aggregate base materials, subgrade preparation, grading, compacting, shaping, and trimming, complete. Payment will also include restoring the existing aggregate roads around the Neff Ranch citrus groves and providing and maintaining the 15 foot wide Neff Ranch access road through the Staging Area.

1.1.6.2 Unit of Measure

Unit of Measure: Job Amount (JA)

SECTION 01 22 00 Page 6 Amendment 0001

1.1.7 MAINTENANCE ROAD (0017)

1.1.7.1 Payment for AC Maintenance Road

Payment will be made for construction of hot mix AC pavement, including, aggregate base course, subgrade preparation, sawcutting, tack coat, compacting, trimming, cold milling, and joining existing pavement, complete.

1.1.7.2 Payment for Concrete Maintenance Road

Payment will be made for subgrade preparation, aggregate base course, formwork, concrete, reinforcement, placing, finishing, curing, and form removal, complete.

1.1.7.3 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.8 CREST ROAD (0018)

1.1.8.1 Payment

Payment will be made for providing aggregate base materials, subgrade preparation, grading, compacting, shaping, and trimming, complete.

1.1.8.2 Unit of Measure

Unit of Measure: JA

1.1.9 BIKEWAY (0019)

1.1.9.1 Payment

Payment will be made for construction of hot mix AC pavement, including aggregate base course, subgrade preparation, sawcutting, tack coat, compacting, trimming, cold milling, joining existing pavement, striping and mile marker, complete.

1.1.9.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.10 DG TRAIL (0020)

1.1.10.1 Payment

Payment will be made for providing decomposed granite and aggregate base materials, stabilizer, subgrade preparation, grading, compacting, shaping and trimming, complete.

1.1.10.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.11 PERMANENT ACCESS RAMPS (0021)

1.1.11.1 Payment

Payment will be made for construction of concrete pavement including

SECTION 01 22 00 Page 7 Amendment 0001 bedding, subgrade preparation, reinforcement, forming, placing, finishing, curing, and form removal, complete. Payment for associated excavation and compacted fill and backfill will be by separate line items.

1.1.11.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.12 MISCELLANEOUS DRAINAGE ITEMS (0034)

1.1.12.1 Payment

Payment will be made for providing area drains and grates, pipe, fittings, bedding, excavation, backfill and compacted fill, and penetrations through grouted stone and riprap slopes.

1.1.12.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.13 GEOTECHNICAL INSTRUMENTATION (0035)

1.1.13.1 Payment

Payment will be made for providing casing, inclinometers, instrumentation, inclinometer equipment, required hardware, software, training, and removal of inclinometers, complete. Payment will also include preparation of the contingency shoring plan.

1.1.13.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.14 LANDSCAPING AND IRRIGATION, REST STOP STA 1317+00 TO 1322+00 (0043)

1.1.14.1 Payment

Payment will be made for landscaping the rest stop area with new and salvaged boulders, soil preparation, new plants, mulch, stakes, providing water, fertilization, design and installation of a permanent irrigation system, and maintenance during the 12 months plant establishment period;

in accordance with Section 32 92 19 HYDROSEEDING and Section 32 93 00

EXTERIOR PLANTING (SANTA ANA RIVER).

1.1.14.2 Unit of Measure

Unit of measure: Job Amount (JA)

1.1.15 SLOPE RECONSTRUCTION, REST STOP STATION 1317+00 to STATION 1322+00 (0044)

1.1.15.1 Payment

Payment will be made for reconstruction of the slope between the new bikeway and DG trail, including removal and salvage of boulders; removal of existing irrigation system; removal and replacement in-kind of existing block retaining wall; excavation and compacted fill; concrete mow strip;

and protection of the existing rest stop structure, bench, and trash receptacles, complete.

SECTION 01 22 00 Page 8 Amendment 0001

1.1.15.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.16 SIGNAGE (0045)

1.1.16.1 Payment

Payment will be made providing signage including signs, lettering, mounting and posts, complete.

1.1.16.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.17 CHAIN LINK FENCE and DOUBLE SWING GATES (0046)

1.1.17.1 Payment

Payment will be made for fencing, gates, footings, hardware, tie-ins to existing, and appurtenances, complete.

1.1.17.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.18 MOIST CURING FACILITY (0047)

1.1.18.1 Payment

Payment will be made for providing the moist curing facility complete, as specified in Section 03 36 00 GROUTING STONE PROTECTION.

1.1.18.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.19 OPTION A - SARI MANHOLE PROTECTION AND ACCESS ROAD INSIDE EXCAVATION

DAYLIGHT (0047)

1.1.19.1 Payment

Payment will be made for construction of manhole protection features, as indicated.

1.1.19.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.1.20 OPTION B - SARI MANHOLE PROTECTION AND ACCESS ROAD OUTSIDE

EXCAVATION DAYLIGHT(0048)

1.1.20.1 Payment

Payment will be made for construction of manhole protection features, as indicated.

SECTION 01 22 00 Page 9 Amendment 0001

1.1.20.2 Unit of Measure

Unit of Measure: Job Amount (JA)

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract for which Contract unit price payments will be made are listed in the BID 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, delivery, storage, and handling of materials, performing all Contractor quality control, environmental protection, meeting safety requirements, tests and reports, potholing, and costs incurred for all disposal fees and permit fees, and all work required for which separate payment is not otherwise provided. Refer to the Contract Clause: CONTRACT PRICES - BIDDING

SCHEDULES.

1.2.1 STRIPPING AND STOCKPILING TOPSOIL (0006)

1.2.1.1 Payment

Payment will be made for stripping and stockpiling topsoil, after clearing and grubbing, and prior to excavation.

1.2.1.2 Measurement

Measurement will be made by field survey of the stockpiled material, and quantities will be computed in cubic yards.

1.2.1.3 Unit of Measure

Unit of measure: Cubic Yards (CY)

1.2.2 REMOVE AND SALVAGE EXISTING STONE, PROCESS AND PLACE STONE FOR RIPRAP

SLOPE PROTECTION AND GROUTED STONE (0007)

1.2.2.1 Payment

Payment will be made for removal, handling, transporting, stockpiling, processing, washing, weighing and placing suitable salvaged stone, including top of slope block, V ditches and aprons. Payment will also include placing unsuitable removed stone in the Compacted Backfill or used elsewhere on the site as directed.

1.2.2.2 Measurement

Measurement will be by the number of tons (2,000 pounds), determined by scale weights of the processed and washed stone, placed and accepted within the lines and grades indicated. The Contractor must weigh each load on a certified platform scale, and furnish the Contracting Officer with Weigh Master's Certificates showing the actual net weights.

1.2.2.3 Unit of Measure

Unit of measure: Tons (Ton)

SECTION 01 22 00 Page 10 Amendment 0001

1.2.3 IMPORT STONE FOR RIPRAP SLOPE PROTECTION AND GROUTED STONE (0008)

1.2.3.1 Payment

Payment will be made for furnishing, handling, transporting and placing satisfactory imported stone, including top of slope block, V ditches, and aprons.

1.2.3.2 Measurement

Measurement will be by the number of tons (2,000 pounds), determined by scale weights, placed and accepted within the lines and grades indicated.

The Contractor must weigh each load on a certified platform scale, and furnish the Contracting Officer with Weigh Master's Certificates showing the actual net weights.

1.2.3.3 Unit of Measure

Unit of measure: Tons (Ton)

1.2.4 EXCAVATION (0009)

1.2.4.1 Payment

Payment will be made for excavating to the lines as indicated, including benching, keyways, shoring, stockpiling, processing, grading, shaping, hauling, offsite disposal of unsatisfactory material and surplus material.

Payment will also include excavation of the existing bedding material. No additional payment will be made for quantity variations due to bulking or moisture content of the in-place material to be excavated. The Contractor will not receive any compensation for excavation work outside of the lines and grades indicated on the drawings, unless otherwise directed. The quantity of removed stone must be deducted from excavation volumes.

1.2.4.2 Measurement

Excavation will be measured by computing the volume in cubic yards. A survey of the project site will be made after the stripping of topsoil and prior to excavation work and then after excavation. All measurements will be based on these surveys and excavation volumes calculated from these measurements. The estimated quantities shown on the BID SCHEDULE are in-place volumes and do not account for shrinkage, bulking, subsidence, moisture content, or any other factors that may affect excavation quantities. All excavation outside of the lines and grades indicated on the drawings will be considered for convenience of the Contractor, unless otherwise directed.

1.2.4.3 Unit of Measure

Unit of measure: Cubic Yards (CY)

1.2.5 COMPACTED FILL(0010)

1.2.5.1 Payment

Payment will be made for compacted fill to the lines and grades indicated, including benching, as required, keyways, subgrade preparation, grading, stockpiling, overbuilding slopes, shaping, compaction, importing, exporting, hauling and finishing. Payment will be based on the in-place

SECTION 01 22 00 Page 11 Amendment 0001 volume. In-place volumes must account for shrinkage, subsidence, settlement, moisture control, and any other factors that may affect the compacted fill volume. The Contractor will not receive any compensation for compacted fill outside the lines and grades indicated on the drawings unless otherwise directed.

1.2.5.2 Measurement

Measurement will be made between the excavation and compacted fill lines and grades indicated. Quantities will be computed in cubic yards. The estimated quantity indicated on the BID SCHEDULE is in-place volume. All compacted fill outside of the excavation and compacted fill lines indicated, will be considered for convenience of the Contractor, unless otherwise directed.

1.2.5.3 Unit of Measure

Unit of measure: Cubic Yards (CY)

1.2.6 COMPACTED BACKFILL (0011)

1.2.6.1 Payment

Payment will be made for compacted backfill to the lines and grades indicated, including subgrade preparation, grading, stockpiling, shaping, compaction, importing, exporting, hauling and finishing. Payment will be based on the in-place volume. In-place volume must account for shrinkage, subsidence, settlement, moisture control, and any other factors that may affect the compacted backfill volume. The Contractor will not receive any compensation for compacted backfill outside the lines and grades indicated on the drawings, unless otherwise directed.

1.2.6.2 Measurement

Measurement will be made between the excavation and compacted backfill lines and grades indicated. Quantities will be computed in cubic yards and will not include the volume of unsuitable removed stone placed in the compacted backfill. The estimated quantity indicated on the BID SCHEDULE is in-place volume. All compacted backfill outside of the excavation and compacted backfill lines indicated on the drawings will be considered for convenience of the Contractor, unless otherwise directed.

1.2.6.3 Unit of Measurement

Unit of measure: Cubic Yards (CY)

1.2.7 BEDDING MATERIAL (0012)

1.2.7.1 Payment

Payment will be made for furnishing, transporting, stockpiling, handling, placing and constructing the bedding stone, to the lines and grades indicated.

1.2.7.2 Measurement

Measurement will be by the number of tons (2,000 pounds), determined by scale weights, placed and accepted within the lines and grades indicated.

The Contractor must weigh each load on a certified platform scale on site, SECTION 01 22 00 Page 12 Amendment 0001 and furnish the Contracting Officer with Weigh Master's Certificates showing the actual net weights.

1.2.7.3 Unit of Measure

Unit of measure: Tons (TON)

1.2.8 GROUTING STONE (0013)

1.2.8.1 Payment

Payment will be made for furnishing grout, mixing, transporting, placing, finishing, concrete formed face, and curing, complete. Payment will include grouting of v-ditches and aprons. Payment will not include grouting of stone paid for under separate line items.

1.2.8.2 Measurement

Measure to the nearest cubic yard by weighing all ingredients in trial batches of grout and converting each batch to absolute volume; the volume thus determined and the number of batches of grout of corresponding proportions placed and accepted in the work.

1.2.8.3 Unit of Measure

Unit of measure: Cubic Yard (CY)

1.2.9 CONCRETE CURB, DETAIL A (0014)

1.2.9.1 Payment

Payment will be made for excavation, backfill, formwork, concrete, reinforcement, placing, finishing, curing, and form removal, complete.

1.2.9.2 Measurement

Measure to the nearest LF of curb constructed and accepted.

1.2.9.3 Unit of Measure

Unit of measure: Lineal Foot (LF).

1.2.10 CONCRETE CURB, DETAIL B (0015)

1.2.10.1 Payment

Payment will be made for excavation, backfill, formwork, concrete, reinforcement, placing, finishing, curing, and form removal, complete.

1.2.10.2 Measurement

Measure to the nearest LF of curb constructed and accepted.

1.2.10.3 Unit of Measure

Unit of measure: Lineal Foot (LF).

SECTION 01 22 00 Page 13 Amendment 0001

1.2.11 RAMP CONTROL GATE (0025)

1.2.11.1 Payment

Payment will be made for pipe gate, gate stop, concrete footings, signage, locks, keys, complete.

1.2.11.2 Measurement

Measurement each.

1.2.11.3 Unit of Measure

Unit of measure: Each

1.2.12 WEEP HOLE SUBDRAIN SYSTEM (0022)

1.2.12.1 Payment

Payment will be made for providing pipe, fittings, excavation, compacted backfill, gravel, geotextile, and penetrations through the grouted stone, complete.

1.2.12.2 Measurement

Measurement will be by the linear foot of pipe installed and accepted.

1.2.12.3 Unit of Measure

Unit of measure: Linear Foot (LF)

1.2.13 SOUND BARRIER WALL (0023)

1.2.13.1 Payment

Payment will be made for design, construction, maintenance and removal of the temporary sound barrier wall in accordance with the plans and as specified in Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. Payment will include salvage and reuse of salvageable components of the existing sound barrier wall.

1.2.13.2 Measurement

Measurement will be by the linear foot of wall placed and accepted.

1.2.13.3 Unit of Measure

Unit of measure: Linear Foot (LF)

1.2.14 CABLE FENCE(0024)

1.2.14.1 Payment

Payment will be made for constructing cable fence, including concrete footings, sleeves, cables, posts, and reflectorized tape, complete.

1.2.14.2 Measurement

Measurement will be by the linear foot of cable fence installed, and

SECTION 01 22 00 Page 14 Amendment 0001 accepted.

1.2.14.3 Unit of Measure

Unit of measure: Linear Foot (LF)

1.2.15 RCP EXTENSION AND OUTLET STRUCTURE (0026, 0027, 0028, 0029, 0030,

0031, 0032, 0033)

1.2.15.1 Payment

Payment will be made for demolition and disposal of existing RCP, CMP and outlet structures including…