W912P7-15-B-0002_Amendment_0003.pdf

W62A2B51051681

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SUISUN BAY CHANNEL/NEW YORK SLOUGH MAINTENANCE DREDGING PROJECT, CONTRA COSTA COUNTY, CALIFORNIA

ENCL) SF1442 PAGES 1 AND 2, SECTION 00 10 00 PRICING SCHEDULE PAGES 7 AND 8, SECTION 35 20 32 DREDGING PARAGRAPH 3.2.2.1 DREDGING PLANT. DELETED REQUIREMENT FOR EVIRONMENTAL STYLE BUCKET, WAGE DETERMINATION DATED JULY 17, 2015.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 71

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912P7-15-B-0002

X 9B. DATED (SEE ITEM 11)

19-Jun-2015

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

30-Jul-2015

CODE

US ARMY ENGINEER DISTRICT, SAN FRANCISCO

CONTRACTING DIVISION

1455 MARKET ST., 17TH FLOOR SUITE 1741

SAN FRANCISCO CA 94103-1398

W912P7 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W62A2B51051681

SET ASIDE FOR SMALL BUSINESS

SUISUN BAY CHANNEL/NEW YORK SLOUGH MAINTENANCE DREDGING PROJECT, CONTRA COSTA COUNTY, CALIFORNIA

PROJECT DESCRIPTION: The work includes maintenance dredging of the Suisun Bay/New York Slough federal navigation channel of up to 84,000 cubic yards of dredged material for a project depth of -35-ft (MLLW) plus 1-ft of paid overdepth prism to be excavated from the Suisun Bay/New York Slough Channel and transported and disposed at the Government-furnished in-bay disposal site SF-16. The bid schedule also includes the estimated volume of 9,500 cubic yards of advance maintenance for a contract depth of -38-ft (MLLW) plus 1-ft of paid overdepth prism to be excavated from Bull Head Channel and transported and disposed at the Government-furnished in-bay disposal site SF-16.

This requirement is set aside for Small Business competition. It will be issued as an invitation for bid (IFB) which will result in the award of a single Firm Fixed Price (FFP) contract.

The North American Industry Classification System (NAICS) Code applicable to this acquisition is: 237990.

ESTIMATED COST RANGE IS BETWEEN: $5,000,000.00 - $10,000,000.00

X

JAMES E GARROR 415-503-6988

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

19-Jun-2015

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______ 5 calendar days and complete it within ________ 79 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 1 __________ copies to perform the work required are due at the place specified in Item 8 by 11:00 AM local time 3 August 2015 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

US ARMY ENGINEER DISTRICT, SAN FRANCISCO

CONTRACTING DIVISION

1455 MARKET ST., 17TH FLOOR SUITE 1741

SAN FRANCISCO CA 94103-1398

W912P7

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

W912P7-15-B-0002 109

20B. SIGNATURE

(REV. 4-85) STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE 27. PAYMENT WILL BE MADE BY: 26. ADMINISTERED BY

(Include ZIP Code) 14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

(Include only if different than Item 14) 16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this 28. NEGOTIATED AGREEMENT

(Must be fully completed by offeror) OFFER

W912P7-15-B-0002

ITEM NO SUPPLIES/SERVICES

Dredging, Bulls Head Channel STA 62+00

FFP

Dredging, Bulls Head Channel STA 62+00 to STA 88+00 -38-ft (MLLW) plus 1-ft of Paid Overdepth with disposal at SF-16.

FOB: Destination

PURCHASE REQUEST NUMBER: W62A2B51051681

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AA 6,000 Cubic

Yard Required Dredging to -35 38-ft MLLW

FFP

Required Dredging to -35 38-ft MLLW at Bulls Head Channel FOB: Destination

PURCHASE REQUEST NUMBER: W62A2B51051681

NET AMT

L3ET9LII

Cross-Out

L3ET9LII

Cross-Out

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003AB 3,500 Cubic

Yard Overdepth Dredging to -36 39-ft MLLW

FFP

Overdepth Dredging to -36 39-ft MLLW at Bulls Head Channel FOB: Destination

PURCHASE REQUEST NUMBER: W62A2B51051681

NET AMT

Total Price (0003AA, 0003AB) $________________________

Total Evaluated Price (0001, 0002AA, 0002AB, 0003AA, 0003AB) $________________________________

L3ET9LII

Cross-Out

L3ET9LII

Cross-Out

Suisun Bay/New York Slough FY15 O&M Dredging Project

Section 35 20 23 Page 1

SECTION TABLE OF CONTENTS

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 23

DREDGING

PART 1 GENERAL

1.1 DEFINITIONS

1.2 SUBMITTALS

1.2.1 Project Specific Management Plan (PSMP)

1.2.1.1 General

1.2.1.2 Dredging Plan Drawings

1.2.1.3 Material Monitoring Plan

1.2.2 Coast Guard Notification

1.3 MATERIAL TO BE REMOVED

1.3.1 Hard material

1.4 ARTIFICIAL OBSTRUCTIONS

1.5 DREDGE PRISMS AND QUANTITIES

1.5.1 Required Dredge Prism

1.5.2 Allowable (Paid) Overdepth Prism

1.5.3 Allowable (Unpaid) Overdepth Prism

1.5.4 Side Slope Prism

1.5.5 Monthly Estimates

1.5.6 Method of Measurement

1.6 PERMIT

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 INSPECTION

3.1.1 Government QAR Accommodations

3.2 CONDUCT OF WORK

3.2.1 Debris

3.2.1.1 Debris Plan

3.2.1.2 Debris Delays

3.2.1.3 Debris Separation

3.2.2 Equipment

3.2.2.1 Dredging Plant

3.2.2.2 Damage to Dredging Contractor’s Equipment

3.2.2.3 Lights

3.2.2.4 Ranges, Gages, and Lines

3.2.2.5 Plant

3.2.3 Site Conditions

3.2.3.1 Character of Materials

3.2.4 Order of Work

3.2.4.1 Mobilization

3.2.4.2 Reaches

3.2.4.3 Demobilization

Section 35 20 23 Page 2

3.2.5 Coordination and Schedule

3.2.5.1 Coordination

3.2.5.2 Navigation Warnings

3.2.5.3 Method of Communication

3.2.5.4 Inherent Delays

3.2.6 Conduct with Dredged Material

3.2.6.1 Overflow From Scows

3.2.6.2 Barge Filling Areas

3.2.6.3 Slurrying of Material

3.2.6.4 Barring and Knock-Down Dredging

3.2.6.5 Shoaling

3.2.7 Submerged Pipeline (Not Used)

3.2.8 Salvaged Material

3.2.9 Safety of Structures

3.2.10 Final Examination and Acceptance

Section 35 20 23 Page 3

SECTION 35 20 23

DREDGING

1 PART 1 GENERAL

1.1 DEFINITION

Hard material is defined as material requiring blasting or the use of special equipment for economical removal, and includes boulders or fragments too large to be removed in one piece by the dredge. All previously undisturbed material in the Suisun Bay/New York Slough federal channel footprint is below -39-ft (MLLW) and is considered hard material.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project-Specific Management Plan; G 35 20 23-1.2.1

Coast Guard Notification; I 35 20 23-1.2.2

Debris Plan; G 35 20 23-3.2.1.1

1.2.1 Project-Specific Management Plan (PSMP)

The Contractor shall submit a PSMP within 7 calendar days after Notice to Proceed (NTP). Dredging prior to Government approval of the PSMP is unauthorized. The PSMP shall clearly and concisely describe the project specific procedures and methodologies proposed to ensure successful project delivery. Industry standards, regulations and information provided in other project submittals shall be incorporated by reference to the maximum extent practicable to avoid unnecessary redundant submittals. All of the submittals included in the PSMP will be submitted and reviewed individually. The PSMP shall include but is not limited to:

1.2.1.1 General

The Contractor shall submit three (3) complete hard copies and one electronic copy on CD or DVD of the PSMP by serial letter and address job-specific accident prevention plan, environmental protection plan, Contractor Quality Control plan, and project work plan. The Contractor shall allow at least 14 calendar days for Government review (for the original submittal and any items requiring re-submittal).

Section 35 20 23 Page 4

The PSMP shall include and be organized as follows:

(a) Section I - Accident Prevention Plan

Accident Prevention Plan

See Appendix A of EM 385-1-1 and Section 01 35 26.00-1.7

Drug and Alcohol Prevention Program See Section 01 35 26.00-1.4

Activity Hazard Analysis See Figure 1-2 of EM 385-1-1 and Section 01 35 26.00-1.8

Equipment Certification

See Appendix 3

Coast Guard Certificate of Inspection, Load Line Certificate and Stability Letter

Sample Float Plan See EM 385-1-1

Written Procedure for Personnel Transfer by Launch See Section 01 35 26.00-1.19

Personal Locator Beacon Procedures See Section 01 35 26.00-1.19

(b) Section II - Environmental Protection Plan (Section 01 57 20.00)

(c) Section III - Contractor Quality Control Plan (Section 01 45 00.00.10)

(d) Section IV - Project Schedule (Section 01 32 01)

1.2.1.2 Dredging Plan Drawings

The Contractor’s drawing(s) shall graphically present dredging activity including project channel data, barge anchoring locations, instrumentation, coordinates and land elevations of all control points for electronic positioning system and Mean Lower Low Water (MLLW) determination, estimated daily dredge advances, quality control survey procedures, anticipated problem areas of the project involving poor access due to boat traffic congestion or boat docking, and procedures to assure that dredging will proceed within the contract template and be performed in the most economical manner. The Contractor shall submit three (3) sets of drawings in paper format and one copy in electronic (.dwg and .pdf) format on a CD-ROM to the COR.

1.2.1.3 Material Monitoring Plan

The Contractor shall clearly and concisely describe the project specific procedures and methodologies proposed for the purpose of verifying no unauthorized placement, release and/or disposal of dredged material associated with dredged material management activities. The plan should include but is not limited to applicable information regarding monitoring for overflow, spillage, and leakage associated with scow loading and transit operations. Typical quality control methodologies include but are not

Section 35 20 23 Page 5 limited to before and after hydrographic surveys of scow fill areas, sensor monitoring of scow operational parameters and visual verifications.

1.2.2 Coast Guard Notification

The Contractor shall submit copies of written Coast Guard notifications prior to conducting dredging activities. Utilize the Dredging Plan to forecast the activities in the channels and shall notify the United States Coast Guard Marine Safety Office in writing with a copy to the Contracting Office Representative. All Coast Guard notification shall be provided in accordance with Para. 3.10.3 and 3.12 Section 01 35 26 SAFETY AND OCCUPATIONAL HEALTH.

When utilizing the Government-furnished open water disposal area, notify the U.S. Coast Guard via radio five minutes in advance of actual departure from the dredge site and immediately prior to arrival at the disposal site and to begin actual disposal operations. All dredge plants must be equipped with an Automatic Identification System (AIS) transponder that is compatible with Coast Guard specifications identified in Para. 3.12.2 Vessel Traffic Services (VTS) Reporting Requirements 01 35 26 SAFETY AND OCCUPATIONAL HEALTH.

1.3 MATERIAL TO BE REMOVED

The recently deposited material to be removed is characterized as silty, sandy, clay (CL, ML per USCS), and the previously undisturbed material in the paid overdepth prism is a combination of young bay mud, sand, and old bay mud.

1.3.1 Hard Material

The removal of hard (previously undisturbed) material is included in the unpaid overdepth dredging prisms. If hard material is to be removed, blasting will not be permitted.

1.4 ARTIFICIAL OBSTRUCTIONS

Except as indicated, the Government has no knowledge of cables, pipes, or other artificial obstructions or of any wrecks, wreckage, or other material that would necessitate the use of explosives or the employment of additional equipment for economical removal. If actual conditions differ from those stated or shown, or both, an adjustment in contract price or time for completion, or both, will be made in accordance with "FAR 52.236-2, Differing Site Conditions."

1.5 DREDGE PRISMS AND QUANTITIES

The total estimated amount of material to be removed from within the specified limits can be found in Section 01 22 00.00 10 MEASUREMENT AND

PAYMENT SECTION.

1.5.1 Required Dredge Prism

The Required Dredging Prism is defined by the material above the project depth and in between the channel toes. The total quantity of material

Section 35 20 23 Page 6 required to be dredged will be the material available in the Required Dredging Prism. Dredging in this Prism is authorized.

1.5.2 Allowable (Paid) Overdepth Prism

The depth of the Allowable Overdepth (Paid) Prism is defined by the material below project depth and above the 1-foot Allowable (Paid) Overdepth. The width of the Allowable Overdepth (Paid) Prism is defined by the channel width between the channel toes. Material within the Allowable (Paid) Overdepth Prism is authorized but not required. Dredging in this Prism is authorized.

1.5.3 Allowable Overdepth (Unpaid) Prism

The depth of the Allowable Overdepth (Unpaid) Prism is defined by the material below the 1-foot Allowable (Paid) Overdepth and above the 2-foot total Allowable (Paid and Unpaid) Overdepth. The width of the Allowable Overdepth (Unpaid) Prism is defined by the channel width between the channel toes. Dredging in this Prism is authorized.

1.5.4 Side Slope Prism

The Side Slope Prism is the area outside of the channel toes.

Dredging in the Side Slope Prism is unauthorized. Box cuts within the channel toes are allowed to capture material in the side slope prism and must be sized accordingly. Box cuts cannot extend beyond the toe of the channel or deeper than the unpaid overdepth elevation.

1.5.5 Monthly Estimates

Monthly estimates of work completed will be based on the result of soundings taken during the progress of the work or, at the option of the Contracting Officer Representative, on 85 percent (85%) of the scow or barge measurement.

Deductions will be made for dredging and disposal not in accordance with the specifications.

1.5.6 Method of Measurement

The material removed will be measured by cubic yard in place (in-situ), by means of soundings taken before and after dredging. The drawings represent existing conditions based on current available information, but will be verified and corrected, if necessary, by soundings taken before dredging in each locality. Results of soundings will be the basis for payment.

If the awarded contract includes multiple Contractor-proposed disposal sites for a reach or reaches, scow bin volume estimates will be used to track dredged volumes to each disposal site. After the reach is completed and an after-dredge survey is performed, final reach volume calculations for each disposal site will be adjusted by distributing the difference between the bin estimate total volumes and the final in-situ total dredged volumes proportionally.

Section 35 20 23 Page 7

1.6 PERMIT

The Contractor shall comply with conditions and requirements of the Corps of Engineers Permit and other State or Federal permits. The Contracting Officer Representative will secure the permit for dredging and disposal of material as indicated. The Contractor shall make arrangements with Contracting Officer Representative for disposal of excavated materials.

2 PART 2 PRODUCTS

Not used.

3 PART 3 EXECUTION

3.1 INSPECTION

The Contractor shall inspect the work, keep records of work performed, and ensure that gages, targets, ranges, and other markers are in place and usable for the intended purpose.

3.1.1 Government QAR Accommodations

The Contractor shall, upon request of the Government QA Representative (GQAR), suitable transportation from all points on shore designated by the GQAR to and from the various pieces of plant, and to and from the dredging and disposal areas. Transportation will be made available during all shift changes, when requested by GQAR. Contractor should anticipate at least two round trips per 24-hour period. Contractor shall provide GQAR access to a desk, or other suitable workspace including electrical outlet, while on-board the dredge plant. Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific transportation facilities may be furnished and maintained by the Contracting Officer Representative, and the cost thereof will be deducted from any amounts due, or to become due the Contractor.

3.2 CONDUCT OF WORK

3.2.1 Debris

The Contractor shall remove debris, including but not limited to man-made objects, timber, chains, anchors, flotsam, miscellaneous metal objects, tires, cables, plastics, lumber, abandoned utilities, pilings, tree branches and other foreign material removed during dredging shall not be disposed of in the Government-furnished disposal and fill areas. The Contractor shall remove any errantly placed debris found in the Government-furnished disposal and fill areas at no expense to the Government.

3.2.1.1 Debris Plan

At the dredge site, the Contractor shall pass the dredged material through a grid with openings of not more than 12 inches in any dimension to prevent debris larger than 12 inches in diameter to enter the scow. The Contractor may propose another method, such as slurrying, that will similarly break up

Section 35 20 23 Page 8 the dredged material. The Contractor shall submit a grid plan or an alternate plan for breaking up the material, including but not limited to procedures and equipment used to generate the slurry, testing procedures and test reporting procedures at least ten (10) days prior to dredging.

3.2.1.2 Debris Delays

Anticipate delays that may occur for removal and disposal of debris. The time to remove debris will not be the basis for a contract time extension.

3.2.1.3 Debris Separation

The Contractor shall remove all debris encountered within the dredging prism.

Place debris in a separate scow or other conveyance. Transport all debris by truck or other conveyance off Government or Port property and dispose of the debris in a land disposal site in accordance with local, State and Federal laws and regulations. Obtain all necessary permits and approvals required for disposal of debris.

3.2.2 Equipment

The Government and other authorized personnel shall be allowed access to all equipment and materials pertaining to this contract for the purposes of monitoring and inspection.

3.2.2.1 Dredging Plant

Dredging shall be performed by mechanical dredging plant only, equipped with a closed, environmental style bucket to reduce turbidity. The use of a hydraulic dredge is prohibited for this project to avoid impacts to the federally listed species.

3.2.2.2 Damage to Dredging Contractor's Equipment

The Government is not liable for any damage to Contractor's equipment.

3.2.2.3 Lights

Each night, between sunset and sunrise and during periods of restricted visibility, the Contractor shall provide lights for floating plants, pipelines, ranges, and markers. Also, provide lights for buoys that could endanger or obstruct navigation. When night work is in progress, the Contractor shall maintain lights from sunset to sunrise for the observation of dredging operations. Lighting shall conform to United States Coast Guard requirements for visibility and color.

3.2.2.4 Ranges, Gages, and Lines

The Contractor shall furnish, set, and maintain ranges, buoys, and markers needed to define the work and to facilitate inspection. The Contractor shall establish and maintain gages in locations observable from each part of the work so that the depth may be determined. The Contractor shall suspend dredging when the gages or ranges cannot be seen or followed. The Contracting Officer Representative will furnish, upon request by the Contractor, survey lines, points, and elevations necessary for the setting of ranges, gages, and buoys.

Section 35 20 23 Page 9

3.2.2.5 Plant

The Contractor shall maintain the plant, scows, coamings, barges, pipelines, and associated equipment to meet the requirements of the work.

3.2.3 Site Conditions

3.2.3.1 Character of Materials

The material to be dredged to restore the authorized project depth within the limits shown on the drawings is composed of material that has accumulated since the channel was last dredged to the authorized depth of -35-ft (MLLW).

Material in the paid and non-paid overdepth prisms includes previously undisturbed material. In accordance with Contract Clause "SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3)" the Contractor is expected to examine the site of the work.

3.2.4 Order of Work

3.2.4.1 Mobilization

Mobilization shall include all work required to prepare for contract work including preparing the Contractor's dredging plant and equipment for shipment; moving plant, equipment, labor, materials, supplies and incidentals to the job site; making ready for dredging; and maintaining plant and equipment in working condition at the site during the dredging period.

3.2.4.2 Reaches

Dredging prior to Contractor Certification of the Government approved Before- Dredge Survey is unauthorized.

The project area has been divided into Acceptance Reaches as presented in the project plans. The Contractor shall not dredge in a reach without the written approval of the Contracting Officer Representative. Written requests to begin dredging in a reach shall be initiated by the Contractor and shall include a copy of the request for Reach Acceptance Survey for the previous reach, if there is a previous reach. Contractor may request that reaches be subdivided for purposes of dredging efficiency and acceptance.

3.2.4.3 Demobilization

Demobilization shall include all work required at the completion of the contract work to prepare the Contractor's dredging plant and equipment for shipment and to remove all plant, equipment, labor, unused supplies and incidentals from the job site, including cleaning up any land based staging site used in the prosecution of the work. Written permission from the Contracting Officer Representative shall be obtained prior to removing construction plant, equipment and materials from the project site.

Structures and facilities prepared or erected for the prosecution of the contract work shall be maintained and shall not be dismantled or removed prior to the completion and acceptance of the entire work without the authorization of the Contracting Officer Representative.

Section 35 20 23 Page 10

Upon completion of the work, the Contractor shall promptly remove plant, including ranges, buoys, piles, and other markers or obstructions.

3.2.5 Coordination and Schedule

3.2.5.1 Coordination

The Contractor shall coordinate all activities in such a way as not to interfere with other activities in dredging and disposal areas. Coordinate with all other contractors to ensure smooth operating conditions in accordance with Contract Clause 52.236-8 Other Contracts.

3.2.5.2 Navigation Warnings

The Contractor shall furnish and maintain navigation warning signs in the vicinity of the dredge plant.

3.2.5.3 Method of Communication

The Contractor shall provide a system of communication between the dredge crew and the crew at the disposal area(s). A portable two-way radio is acceptable. Contractor will provide GQAR with reliable contact information using cell phones and/or two-way radios.

3.2.5.4 Inherent Delays

The Contractor shall anticipate inherent delays for dredging around obstructions, including but not limited to, cables and moored vessels, and for accommodating marine traffic. Such delays will not be the basis for a contract extension or for an increase in the unit prices for dredged material.

3.2.6 Conduct with Dredge Material

3.2.6.1 Overflow, Spillage and Leakage

Scow overflow is allowed only during dredging operations while scow is being filled to its allowable capacity. Spillage and leakage of any and all dredge material or water is prohibited outside of areas specifically authorized for dredging in accordance with the project plans, specifications and permits.

Any material that is spilled, escapes, leaks, sloughs, or is lost or misplaced outside of Dredged Material Management site(s) at any time during operations, to include but not limited to dredging, loading or transporting, shall be retrieved and deposited in accordance with the project plans, specifications and permits.

3.2.6.2 Barge Filling Areas

Placing or disposing of dredged material outside of authorized Dredged Material Management site(s) is prohibited. Contractor will not be paid for material that is lost outside of the Dredged Material Management site(s).

3.2.6.3 Slurrying of Material

Not Used.

Section 35 20 23 Page 11

3.2.6.4 Barring and Knock-Down Dredging

Barring, dragging and all other methods of bed leveling are allowed if they are incorporated into the Contractor’s Dredge Plan. The Contractor shall provide descriptions of any proposed barring activities, to smooth out high spots as needed after dredging is complete in the Dredge Plan, These activities shall be allowed after Clamshell dredging operations are completed in order to knock down spikes left in the previously dredged channels. All costs associated with barring and knock-down dredging shall be included in the dredging line items under the payment schedule. The knockdown episodes must meet the following conditions: (1) the shoal must be located within the maintenance dredging footprint of the channel; (2) the depression into which the shoal will be knocked must be located within the maintenance dredging footprint of the channel; (3) each individual shoal to be knocked down must be no greater than 3,000 cy; (4) the Contractor must use either a clamshell or towed I-beam to knock down the shoal into the depression; (5) each knockdown episode must be conducted to minimize the re-suspension of sediment; and (6) the knockdown material must meet chemical and biological criteria specified by Water Board and/or the Commission before being knocked down.

3.2.6.5 Shoaling

The Contractor shall remove any and all shoaling that occurs within the Required Dredge Prism prior to acceptance of a reach. The Government may direct the Contractor to remove shoaling that occurs within the project limits after acceptance of a reach and prior to completion of the contract.

3.2.7 Submerged Pipeline

Not Used.

3.2.8 Salvaged Material

Not Used.

3.2.9 Safety of Structures

The prosecution of work shall ensure the stability of piers, bulkheads, and other structures lying on or adjacent to the site of the work, insofar as structures may be jeopardized by dredging operations. Contractor shall be responsible for all costs associated with the repair of damage resulting from dredging operations, insofar as such damage may be caused by variation in locations or depth of dredging, or both, from that indicated or permitted under the contract.

3.2.10 FINAL EXAMINATION AND ACCEPTANCE

As soon as practicable after the completion of areas, and which in the opinion of the Contracting Officer Representative, will not be affected by further dredging operations, each area will be examined by the Government by sounding or sweeping, or both. The Contractor shall remove all shoals and lumps above project depth by dragging the bottom or by dredging. The Contractor will be notified when soundings or sweepings are to be made and will be permitted to accompany the sounding or sweeping party and to inspect the data and methods used in preparing the final estimate. When areas are

Section 35 20 23 Page 12 found to be in a satisfactory condition, the work therein will be accepted as complete. Final estimates will be subject to deductions or correction of deductions previously made because of excessive overdepth, dredging outside or authorized areas, or disposal of material in an unauthorized manner. No shoals or lumps above project depth will be accepted or waived, as evidenced by multi-beam soundings.

-- End of Section --

General Decision Number: CA150029 07/17/2015 CA29

Superseded General Decision Number: CA20140029

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 01/16/2015 2 01/23/2015 3 01/30/2015 4 02/13/2015 5 02/20/2015 6 02/27/2015 7 03/13/2015 8 03/27/2015 9 04/10/2015 10 04/17/2015 11 04/24/2015 12 05/01/2015 13 05/08/2015 14 05/29/2015 15 06/05/2015 16 06/19/2015 17 07/10/2015 18 07/17/2015

ASBE0016-004 01/01/2015

AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,

MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &

TOULMNE COUNTIES

AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANSICO, SAN MATEO & SANTA

CLARA COUNTIES

Rates Fringes Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not) Area 1......................$ 28.30 7.75 Area 2......................$ 32.38 7.75

ASBE0016-008 01/01/2015

AREA 1: ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN

FRANSICO, SAN MATEO, SANTA CLARA, & SANTA CRUZ

AREA 2: CALAVERAS, COLUSA, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, SAN JOAQUIN, STANISLAU, & TUOLUMNE

Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, Protective Coverings, Coatings, and Finishes to all types of mechanical systems) Area 1......................$ 59.38 19.83 Area 2......................$ 44.05 18.62

BOIL0549-001 01/01/2013

AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES

AREA 2: REMAINING COUNTIES

Rates Fringes

BOILERMAKER

Area 1......................$ 42.06 33.43 Area 2......................$ 38.37 31.32

BRCA0003-001 08/01/2013

Rates Fringes

MARBLE FINISHER..................$ 28.05 14.01

BRCA0003-003 08/01/2013

Rates Fringes

MARBLE MASON.....................$ 39.30 22.48

BRCA0003-005 05/01/2013

Rates Fringes

BRICKLAYER

( 1) Fresno, Kings, Madera, Mariposa, Merced....$ 35.41 19.92 ( 7) San Francisco, San Mateo.......................$ 39.96 23.79 ( 8) Alameda, Contra Costa, San Benito, Santa Clara.......................$ 40.98 20.49 ( 9) Calaveras, San Joaquin, Stanislaus, Toulumne....................$ 36.48 19.59

(16) Monterey, Santa Cruz...$ 37.80 22.46

BRCA0003-008 07/01/2013

Rates Fringes

TERRAZZO FINISHER................$ 33.15 13.93

TERRAZZO WORKER/SETTER...........$ 39.95 24.39

BRCA0003-011 04/01/2014

AREA 1: Alameda, Contra Costa, Monterey, San Benito, San Francisco, San Mateo, Santa Clara, Santa Cruz

AREA 2: Calaveras, San Joaquin, Stanislaus, Tuolumne

AREA 3: Fresno, Kings, Madera, Mariposa, Merced

Rates Fringes

TILE FINISHER

Area 1......................$ 22.76 12.37 Area 2......................$ 22.58 12.50 Area 3......................$ 22.40 11.58 Tile Layer Area 1......................$ 39.42 13.77 Area 2......................$ 36.43 13.74 Area 3......................$ 29.78 13.10

CARP0022-001 07/01/2014

San Francisco County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 40.50 27.53 Journeyman Carpenter........$ 40.35 27.53 Millwright..................$ 40.45 29.12

CARP0034-001 07/01/2014

Rates Fringes Diver Assistant Tender, ROV Tender/Technician...........$ 39.60 30.73 Diver standby...............$ 44.56 30.73 Diver Tender................$ 43.56 30.73 Diver wet...................$ 89.12 30.73 Manifold Operator (mixed gas)........................$ 48.56 30.73 Manifold Operator (Standby).$ 43.56 30.73

DEPTH PAY (Surface Diving):

050 to 100 ft $2.00 per foot 101 to 150 ft $3.00 per foot 151 to 220 ft $4.00 per foot

SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

CARP0034-003 07/01/2014

Rates Fringes

Piledriver.......................$ 40.60 30.73

CARP0035-007 07/01/2014

AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties

AREA 2: Monterey, San Benito, Santa Cruz Counties

AREA 3: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, San Joaquin, Stanislaus, Tuolumne Counties

Rates Fringes Modular Furniture Installer Area 1 Installer I................$ 23.36 18.31 Installer II...............$ 19.93 18.31 Lead Installer.............$ 26.81 18.81 Master Installer...........$ 31.03 18.81 Area 2 Installer I................$ 20.71 18.31 Installer II...............$ 17.76 18.31 Lead Installer.............$ 23.68 18.81 Master Installer...........$ 27.31 18.81 Area 3 Installer I................$ 19.76 18.31 Installer II...............$ 16.99 18.31 Lead Installer.............$ 22.56 18.81 Master Installer...........$ 25.98 18.81

CARP0035-008 08/01/2014

AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties

AREA 2: Monterey, San Benito, Santa Cruz Counties

AREA 3: San Joaquin

AREA 4: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, Stanislaus, Tuolumne Counties

Rates Fringes Drywall Installers/Lathers:

Area 1......................$ 40.35 27.97 Area 2......................$ 34.47 27.97 Area 3......................$ 34.97 27.97 Area 4......................$ 33.62 27.97 Drywall Stocker/Scrapper Area 1......................$ 20.18 16.30 Area 2......................$ 17.24 16.30 Area 3......................$ 17.49 16.30 Area 4......................$ 16.81 16.30

CARP0152-001 07/01/2014

Contra Costa County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 40.50 27.53 Journeyman Carpenter........$ 40.35 27.53 Millwright..................$ 40.45 29.12

CARP0152-002 07/01/2014

San Joaquin County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 34.62 27.53 Journeyman Carpenter........$ 34.47 27.53 Millwright..................$ 34.97 29.12

CARP0152-004 07/01/2014

Calaveras, Mariposa, Merced, Stanislaus and Tuolumne Counties

Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 33.27 27.53 Journeyman Carpenter........$ 33.12 27.53 Millwright..................$ 35.62 29.12

CARP0217-001 07/01/2014

San Mateo County

Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 40.50 27.53 Journeyman Carpenter........$ 40.35 27.53 Millwright..................$ 40.45 29.12

CARP0405-001 07/01/2014

Santa Clara County

Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53

Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 40.50 27.53 Journeyman Carpenter........$ 40.35 27.53 Millwright..................$ 40.45 29.12

CARP0405-002 07/01/2014

San Benito County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 34.53 27.53 Journeyman Carpenter........$ 34.47 27.53 Millwright..................$ 36.97 29.12

CARP0505-001 07/01/2014

Santa Cruz County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 34.62 27.53 Journeyman Carpenter........$ 34.47 27.53 Millwright..................$ 36.97 29.12

CARP0605-001 07/01/2014

Monterey County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 34.62 27.53 Journeyman Carpenter........$ 34.47 27.53 Millwright..................$ 36.97 29.12

CARP0701-001 07/01/2014

Fresno and Madera Counties

Rates Fringes

Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 33.27 27.53 Journeyman Carpenter........$ 33.12 27.53 Millwright..................$ 35.62 29.12

CARP0713-001 07/01/2014

Alameda County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 40.50 27.53 Journeyman Carpenter........$ 40.35 27.53 Millwright..................$ 40.45 29.12

CARP1109-001 07/01/2014

Kings County Rates Fringes Carpenters Bridge Builder/Highway Carpenter...................$ 40.35 27.53 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 33.27 27.53 Journeyman Carpenter........$ 33.12 27.53 Millwright..................$ 35.62 29.12

ELEC0006-004 12/01/2014

SAN FRANCISCO COUNTY

Rates Fringes Sound & Communications Installer...................$ 32.82 16.79 Technician..................$ 37.37 16.93

SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control function or power supply; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);

excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways (including wire and cable pulling), on projects which involve new or major remodel building construction, for which the conductors for the fire alarm system are installed in the conduit, shall be performed by the inside electrician.

ELEC0006-007 06/01/2015

SAN FRANCISCO COUNTY

Rates Fringes

ELECTRICIAN......................$ 61.25 29.80

ELEC0100-002 06/01/2015

FRESNO, KINGS, AND MADERA COUNTIES

Rates Fringes

ELECTRICIAN......................$ 34.50 20.09

ELEC0100-005 06/01/2015

FRESNO, KINGS, MADERA

Rates Fringes

Communications System Installer...................$ 29.10 16.18 Technician..................$ 32.13 16.26

SCOPE OF WORK

Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms, and low voltage master clock systems.

A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS

Background foreground music, Intercom and telephone interconnect systems, Telephone systems Nurse call systems, Radio page systems, School intercom and sound systems, Burglar alarm systems, Low voltage, master clock systems, Multi-media/multiplex systems, Sound and musical entertainment systems, RF systems, Antennas and Wave Guide, B. FIRE ALARM SYSTEMS Installation, wire pulling and testing

C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems Video security systems, Video entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV

D. SECURITY SYSTEMS Perimeter security systems Vibration sensor systems Card access systems Access control systems, Sonar/infrared monitoring equipment

E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE

INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO

THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and Data Acquisition) PCM (Pulse Code Modulation) Inventory Control Systems, Digital Data Systems Broadband and Baseband and Carriers Point of Sale Systems, VSAT Data Systems Data Communication Systems RF and Remote Control Systems, Fiber Optic Data Systems

WORK EXCLUDED Raceway systems are not covered (excluding Ladder-Rack for the purpose of the above listed systems).

Chases and/or nipples (not to exceed 10 feet) may be installed on open wiring systems. Energy management systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the scope). Fire alarm systems when installed in raceways (including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two

(2) conditions apply:

1. The project involves new or major remodel building trades construction.

2. The conductors for the fire alarm system are installed in conduit.

ELEC0234-001 05/25/2015

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES

Rates Fringes

ELECTRICIAN

Zone A......................$ 42.15 23.36 Zone B......................$ 46.37 23.50

Zone A: All of Santa Cruz, Monterey, and San Benito Counties within 25 air miles of Highway 1 and Dolan Road in Moss Landing, and an area extending 5 miles east and west of Highway 101 South to the San Luis Obispo County Line

Zone B: Any area outside of Zone A

ELEC0234-003 12/01/2014

MONTEREY, SAN BENITO, AND SANTA CRUZ COUNTIES

Rates Fringes Sound & Communications Installer...................$ 32.32 16.27 Technician..................$ 35.66 16.24

SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which…