W912PL-20-R-0022 RFP.pdf

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until 02:00 PM local time 30 Jun 2020

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82 - 178 X H 179 - 185 tracey.i.daggy@usace.army.mil

RATING PAGE OF PAGES

7. ISSUED BY

(Date)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)

Prescribed by GSA FAR (48 CFR) 53.214(c)

1 185

(If other than Item 7) W912PL

15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO

AND

ADDRESS

SIGN OFFER (Type or print)

OF

OFFEROR

AMENDMENT NO. DATE

15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

18. OFFER DATE

1. THIS CONTRACT IS A RATED ORDER

UNDER DPAS (15 CFR 700)

2. CONTRACT NO.

W912PL 8. ADDRESS OFFER TO

9. Sealed offers in original and 1 copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and

See Sec L Dir for submit offer conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

TRACEY I DAGGY (213) 452-3239

11. TABLE OF CONTENTS

SOLICITATION/ CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/ COSTS

2 - 6

X I CONTRACT CLAUSES

DESCRIPTION/ SPECS./ WORK STATEMENT

PACKAGING AND MARKING

7 - 36 J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

X K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA 39 X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) 40 - 44 X M

L INSTRS., CONDS., AND NOTICES TO OFFERORS

EVALUATION FACTORS FOR AWARD

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause No. 52.232-8)

14. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments

AMENDMENT NO. DATE

to the SOLICITATION for offerors and related documents numbered and dated):

FACILITY

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period

SOLICITATION, OFFER AND AWARD

X

(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)

PART I - THE SCHEDULE

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

EMAIL:TEL: (Signature of Contracting Officer)

CODE CODE

B. TELEPHONE (Include area code) C. E-MAIL ADDRESS

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)

23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

PART IV - REPRESENTATIONS AND INSTRUCTIONS

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

45 - 76

PART II - CONTRACT CLAUSES

CONTRACTING DIVISION

915 WILSHIRE BLVD.

LOS ANGELES CA 90017

CONTRACTS DIVISION, EAST REGION BRANCH

915 WILSHIRE BLVD.

LOS ANGELES CA 90017

213-452-3229

213-452-4187FAX:

TEL:

(213) 452-4184FAX:

TEL:

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

SOLICITATION

6. REQUISITION/PURCHASE NO.5. DATE ISSUED

28 May 2020

4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

W912PL20R0022

Section B - Supplies or Services and Prices

PRICE SCHEDULE

See Excel document

OFFERORS NOTES

OFFERORS NOTES

1. The contract awarded pursuant to this Request for Proposals is an Indefinite Delivery Indefinite Quantity contract with the capability to issue Firm Fixed Price task orders for services in Section C of this RFP and resultant contract.

2. The Service Contract Act Wage Determination will be updated as the options years are exercised if any, during the life of the contract. The applicable wage rate decision will be part of the Request for Proposal (RFP) for the individual task order.

3. Payment by Electronic Funds Transfer is the mandatory method of contract payment. The Contractors attention is directed to Contract Clause No. FAR 52.232-33, “Mandatory Information for Electronic Funds Transfer – System for Award Management.”

4. Principal Contracting Officer. The Contracting Officer who signs this contract will be the Principal Contracting Officer of this contract. However, any Contracting Officer assigned to the Los Angeles District, contracting within his or her authority, may take formal action on this contract when a contract action needs to be taken and the Principal Contracting Officer is unavailable.

5. Offerors must enter their CAGE CODE and DUNS NUMBER in Block No. 15A of the Standard Form 33, “Solicitation, Offer and Award.”

6. The bidder shall furnish all plant, labor, material, equipment, etc., necessary to perform all work in strict accordance with the terms and conditions set forth in the contract in include all attachments thereto.

CERTIFICATE OF CORP PRINCIPAL

00 01 05 CERTIFICATIONS

CERTIFICATE OF CORPORATE PRINCIPAL

1) IF THE OFFEROR IS A JOINT VENTURE, COMPLETE THE FOLLOWING:

(Company Name) (Signature) (Title)

(Company Name) (Signature) (Title)

2) IF THE OFFEROR IS PARTNERSHIP, LIST FULL NAME OF ALL PARTNERS:

(Company Name) (Signature) (Title)

3) IF THE OFFEROR IS A CORPORATION, THE FOLLOWING CERTIFICATION SHOULD BE

COMPLETED:

00 01 05 CERTIFICATIONS

CERTIFICATION AS TO CORPORATE PRINCIPAL

I, , certify that I am the Secretary of the corporation named as principal in the within contract; that , who signed the said contract on behalf of the principal, was the of the corporation; that I know his signature and that his signature is genuine; and that said contract was duly signed, sealed and attested for in behalf of said corporation by authority of its governing body.

CORPORATE PRINCIPAL

CORPORATE SEAL

SECRETARY

(4) IF THE OFFEROR IS A LIMITED LIABILITY COMPANY, LIST FULL NAME OF ALL MANAGERS

BELOW. SIGNATURES BY ALL MANAGERS HERE SIGNIFY THAT THAT THE INDIVIDUAL WHO

SIGNED THE OFFER IN BLOCK 20B HAS THE AUTHORITY TO BIND THE LIMITED LIABILITY

COMPANY.

Name Signature

ITEM NO SUPPLIES/SERVICES MAX

QUANTITY

UNIT UNIT PRICE MAX AMOUNT

0001 UNDEFINED Job Base Period

FFP

FOB: Destination

MAX

NET AMT

UNIT UNIT PRICE MAX AMOUNT

0002 UNDEFINED Job Option Year 1

UNIT UNIT PRICE MAX AMOUNT

0003 UNDEFINED Job Option Year 2

UNIT UNIT PRICE MAX AMOUNT

0004 UNDEFINED Job Option Year 3

UNIT UNIT PRICE MAX AMOUNT

0005 UNDEFINED Job Option Year 4

Section C - Descriptions and Specifications

PERFORMANCE BASED SCOPE OF WRK

PERFORMANCE BASED WORK STATEMENT (PBWS)

FOR

LOS ANGELES COUNTY DRAINAGE AREA (LACDA) & SANTA ANA RIVER BASIN (SARB)

CHANNEL, LEVEE, AND FLOOD CONTROL BASIN

MAINTENANCE SERVICES

LOS ANGELES DISTRICT

OPERATIONS DIVISION (OD)

USACE - SPL DISTRICT, CALIFORNIA

May 28, 2020

CHANNEL, LEVEE and BASIN INSPECTION and MAINTENANCE ACTIVITIES USACE - Los Angeles District (SPL), Operations Division

RFP No. W912PL-20-R-0022

Section SF 1449 - CONTINUATION SHEET

Section C:

PERFORMANCE WORK STATEMENT

TABLE OF CONTENTS

1.0 GENERAL INFORMATION 11

1.1 INTRODUCTION 11

1.2 SYSTEM LOCATIONS BACKGROUND 11

1.3 GENERAL WORK REQUIREMENTS 11

1.4 PERIOD OF PERFORMANCE 12

1.5 INVOICES AND PAYMENT 12

1.6 HOURS OF OPERATION AND NATIONAL HOLIDAYS 12

2.0 SPECIFIC WORK REQUIREMENTS 14

2.1 LEVEL I SERVICES 14

2.1.1 VEGETATION MANAGEMENT ON ENGINEERED FEATURES 15

2.1.2 VEGETATION MANAGEMENT ON EARTHEN ENGINEERED FEATURES 15

2.1.3 VEGETATION MANAGEMENT ON EARTHEN ACCESS ROADS 15

2.1.4 VEGETATION MANAGEMENT IN CHANNEL 15

2.1.5 OVERHANGING VEGETATION MANAGEMENT 16

2.1.6 TREE REMOVAL 16

2.1.7 BIANNUAL MOWING 16

2.1.8 WEEP HOLE MAINTENANCE 17

2.1.9 PEST CONTROL 17

2.1.10 SIDE DRAIN MAINTENANCE 17

2.1.11 LITTER REMOVAL 18

2.1.12 SEDIMENT AND DEBRIS REMOVAL 18

2.1.13 ACCESS GATE LOCK CONTROL 18

2.1.14 TEMPORARY SIGNAGE AND FENCING 18

2.1.15 HERBICIDE APPLICATIONS 19

2.1.16 BIOLOGIST 19

2.1.17 ROUTINE GRAFFITI REMOVAL 19

2.2 LEVEL II SERVICES 23

2.2.1 EMERGENCY RESPONSE WORK 23

2.2.2 GRAFFITI REMOVAL 24

2.2.3 VEGETATION MANAGEMENT 24

2.2.4 SEDIMENT AND DEBRIS REMOVAL 24

2.2.5 ANIMAL CONTROL SERVICES 24

2.2.6 CONDUIT CLEANING AND VIDEO INSPECTIONS 24

2.2.7 DRONE SURVEYS FOR GIS, TOPOGRAPHY, LIDAR 24

2.2.8 DUMPSTER DELIVERY AND HOMELESS ENCAMPMENT CLEAN UP SUPPORT

2.2.9 FENCE COMPONENTS REPLACEMENT 25

2.2.10 STATION AND GAUGING MARKERS 25

2.2.11 WATER DIVERSION 25

3.0 ENVIRONMENTAL MANAGEMENT AND PLANNING 25

3.0.1 ENVIRONMENTAL SUPPORT 25

3.0.2 HAZARDOUS MATERIALS MANAGEMENT 25

3.0.3 PERMITS, LICENSES, AND CERTIFICATIONS 26

3.0.4 PROTOCOL SURVEY AND MBTA REPORT 26

3.0.5 WATER TESTING 26

3.0.6 SEDIMENT TESTING 26

3.0.7 BEST MANAGEMENT PRACTICES 26

4.0 QUALITY CONTROL PROGRAM 26

4.1 GENERAL 27

4.2 QUALITY CONTROL 27

4.3 INSPECTIONS 27

4.4 SCHEDULE 27

4.5 CONTRACTOR POINTS OF CONTACT 27

4.6 CONTRACTOR PERSONNEL 28

4.7 REPORTING REQUIREMENTS 28

4.8 GEOGRAPHIC INFORMATION DATABASE 28

5.0 QUALITY ASSURANCE 29

5.1 PERIODIC PROGRESS MEETINGS 29

5.2 PERFORMANCE REQUIREMENT SUMMARY (PRS) 29

5.3 CERTIFICATES 30

5.4 CONTRACTING OFFICER REPRESENTATIVE 30

5.5 PERFORMANCE ASSESSMENT REPORT (PAR) 30

6.0 SAFETY 30

6.1 ACCIDENT PREVENTION PLAN (APP) 31

6.2 ACTIVITY HAZARD ANALYSIS (AHA) 31

6.3 SAFETY TRAINING 31

6.4 ACCIDENT REPORTING 31

6.5 DAMAGE REPORTING 31

7.0 MISCELLNEOUS REQUIREMENTS 32

7.1 AGENCY COORDINATION 32

7.2 COORDINATION WITH OTHER CONTRACTORS 32

7.3 UNIQUE LAND SIDE RIGHT OF WAY (RW) MAINTENANCE SERVICES 32

7.4 TRAFFIC CONTROL PLANS 33

7.5 KEY CONTROL 33

7.6 ENVIRONMENTAL REGULATIONS AND LAWS 33

7.7 CITATIONS 33

7.8 SPILLS AND CLEANUP 33

7.9 CONTRACTOR EMPLOYEES 33

7.10 SUBCONTRACTING 34

7.11 CONTACT WITH GOVERNMENT PERSONNEL 34

7.12 VEHICLE REGISTRATION 34

8.0 SECURITY 34

8.1 AT LEVEL I TRAINING. 34

ALL CONTRACTOR EMPLOYEES, TO INCLUDE SUBCONTRACTOR EMPLOYEES,

REQUIRING ACCESS TO ARMY INSTALLATIONS, FACILITIES, CONTROLLED

ACCESS AREAS, OR REQUIRE NETWORK ACCESS, SHALL COMPLETE AT LEVEL I

AWARENESS TRAINING WITHIN 30 CALENDAR DAYS AFTER CONTRACT START

DATE OR EFFECTIVE DATE OF INCORPORATION OF THIS REQUIREMENT INTO THE

CONTRACT, WHICHEVER IS APPLICABLE. UPON REQUEST, THE CONTRACTOR

SHALL SUBMIT CERTIFICATES OF COMPLETION FOR EACH AFFECTED

CONTRACTOR EMPLOYEE AND SUBCONTRACTOR EMPLOYEE, TO THE COR OR TO

THE CONTRACTING OFFICER (IF A COR IS NOT ASSIGNED), WITHIN 5 CALENDAR

DAYS AFTER COMPLETION OF TRAINING BY ALL EMPLOYEES AND

SUBCONTRACTOR PERSONNEL. AT LEVEL I AWARENESS TRAINING IS

AVAILABLE AT THE FOLLOWING WEBSITE:

HTTP://JKO.JTEN.MIL/COURSES/ATL1/LAUNCH.HTML; OR IT CAN BE PROVIDED BY

THE RA ATO IN PRESENTATION FORM WHICH WILL BE DOCUMENTED VIA

MEMORANDUM. 34

8.2 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM 34

8.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES.

8.4 ACCESS TO A DOD FACILITY OR INSTALLATION. 35

8.5 SUSPICIOUS ACTIVITY REPORTING TRAINING. (E.G. IWATCH, CORPSWATCH,

OR SEE SOMETHING, SAY SOMETHING). 35

9.0 APPENDICIES 35

1.0 GENERAL INFORMATION

1.1 Introduction

The U.S. Army Corps of Engineers (USACE) Los Angeles District is requesting a 5-year service maintenance contract that will include 1-Base year and 4-Option years that identifies work requirements within three watersheds in Southern California. The Contractor shall provide non-personal services to include all personnel, equipment, tools, materials, supervision, and other items and products necessary to ensure that maintenance services are performed in accordance with this performance based work statement (PBWS). All work will be accomplished within the USACE Operations and Maintenance (O&M) projects such as channels, levees, and flood control basins (FCB) within the Los Angeles County Drainage Area (LACDA), Santa Ana River Basin (SARB), and Mojave Dam FCB. These projects are located within Los Angeles, Orange, San Bernardino, and Riverside Counties in California shown on Plate 1 in Appendix A. Current FCB locations list can be seen in Appendix B. Maintenance will be performed in such a manner that will support the O&M requirements identified in the LACDA Manual LADM-1130-2-13 and SARB LADM 1130-2-14 within Appendix C.

1.2 System Locations Background

The USACE maintains approximately an aggregate length 45-miles of LACDA and 16-miles of SARB channels and levee systems right of ways (RW). The widths very by reach and typical drawings are included in Appendix D.

Within LACDA the channels include Alhambra Wash, Ballona Creek, Burbank Western Lower Channel, Compton Creek, Haines Canyon Channel, Los Angeles River, Mill Creek, Rio Hondo Lower Channel, San Gabriel River Channel, San Jose Creek San Pasqual Wash, Sepulveda Basin Channel, and Verdugo Wash. Within SARB the channels include Chino Creek, Chino Creek Levee System, and San Antonio Creek. (Table 1.7) The FCB included as part of the USACE maintenance responsibilities for LACDA are: Santa Fe Dam FCB, Whittier Narrows Dam FCB, Sepulveda Dam FCB, Hansen Dam FCB, Lopez Canyon Debris Basin, and Haines Canyon Debris Basin. The FCB included as part of the USACE maintenance responsibilities for LACDA are: Brea Dam FCB, Carbon Canyon Dam FCB, Fullerton Dam FCB, Prado Dam FCB, and San Antonio Dam FCB. Typical drawings for the FCB are included in Appendix D.

1.3 General Work Requirements

The Contractor shall provide all labor, materials, equipment, tools, transportation, and supplies necessary to perform maintenance services and meet all performance standards. This Indefinite Delivery, Indefinite Quantity (IDIQ) contract will provide for an indefinite quantity of supplies or services during a fixed period of time. There shall be two levels of work requirements identified in this contract which are Level I services and Level II services. The Level I services will include recurring maintenance activities at locations identified in Appendix A and paid at prices established in the Section B, Pricing Schedule. The Level II services will include nonrecurring, maintenance activities to include those of an urgent or emergency status that will be issued via Firm-Fixed Price Task Orders (TO). Example of Level II services are removal of graffiti, removal of large sediment deposits, clearing of vegetation, cleaning and closed-circuit television (CCTV) inspection of subdrains, application of rodenticide (new areas will be covered as Level II), application of additional herbicide control measures, and work requirements within the FCB.

The Contractor shall comply with Engineer Pamphlet (EP) 1110-2-18, which provides guidelines on vegetation management for levees, floodwalls, and embankments. The Contractor shall comply with applicable safety standards listed in Occupational Safety and Health Administration (OSHA) 29 Code of Federal Regulations (CFR) Part 1910, OSHA 29 CFR Part 1926, and Engineer Manual (EM) 385-1-1 attached in Appendix D. The Contractor shall comply with Federal, State and Local regulations as well as utilize the best commercial management practices and standards to accomplish the following maintenance requirements.

1.4 Period of Performance

The base period of performance is one calendar year starting from the date of award, with 4-option years.

1.5 Invoices and Payment

The Contractor shall submit itemized invoices after the completion of channel maintenance services.

Invoices shall accurately reflect work completed. Each invoice shall at a minimum contain the following information:

Contractor Name and address (exactly as it appears on the contract) Contract number and deliver order number Date of invoice submission Invoice number Invoice total

The Contractor shall bill for work completed within the first 5-days of the following month and during the final quarter of the fiscal year the last monthly payment is to be provided to the COR prior to the 2 nd

Friday of October to ensure timely payment and Fiscal Year Close-Out of the Contract.

1.6 Hours of Operation and National Holidays

The Contractor shall perform service during normal duty hours, 0630 to 1630 Monday through Friday. No channel maintenance services are to be scheduled by the contract to be performed on a regular Federal holiday (see below), or one designated by Presidential proclamation. The exception to this will be work of an emergency nature as described in Section 2.2.1, which may require the Contractor to continue without interruption beyond the normal scheduled working hours, on weekends, and on holidays.

New Year’s Day, 1 January* Martin Luther King's Birthday, 3rd Monday in January Presidents Day, 3rd Monday in February Memorial Day, Last Monday in May Independence Day, 4 July* Labor Day, 1st Monday in September Columbus Day, 2nd Monday in October Veterans Day, 11 November* Thanksgiving Day, 4th Thursday in November Christmas Day, 25 December*

* The holiday is observed on the preceding Friday or the following Monday when the holiday occurs on Saturday or Sunday, respectively.

Table 1.7

LACDA

SARB

Level I

& II

O&M Channel Location Name

O&M Manual & Page

No.

Start Station (Feet)

End Station (Feet)

Length of O&M

Responsibility (Feet)

Acreage Per

Reach

CLIN 0001AA - LACDA

SubCLIN

A001 Ballona Creek BC-A-1 1,225 2,347 1,122 TBD

A002 Ballona Creek BC-A-3 30,400 39,102 8,702 TBD B001 Los Angeles River LAR-A-14 68,500 77,000 8,500 TBD B002 Los Angeles River LAR-A-15 77,000 81,200 4,200 TBD B003 Los Angeles River LAR-A-16 81,200 88,310 7,110 TBD B004 Los Angeles River LAR-A-17 88,200 96,632 8,432 TBD B005 Los Angeles River LAR-A-18 96,632 101,365 4,733 TBD B006 Los Angeles River LAR-A-19 101,365 104,500 3,135 TBD B007 Los Angeles River LAR-A-20 104,500 107,800 3,300 TBD B008 Los Angeles River LAR-A-21 107,800 114,202 6,402 TBD B009 Los Angeles River LAR-A-22 114,202 117,300 3,099 TBD B010 Los Angeles River LAR-A-23 117,300 121,400 4,100 TBD B011 Los Angeles River LAR-A-24 121,400 124,700 3,300 TBD B012 Los Angeles River LAR-A-25 124,700 127,310 2,610 TBD

B013 Los Angeles River LAR-A-26 127,310 129,700 2,390 TBD

B014 Los Angeles River LAR-A-27 129,700 136,600 6,900 TBD B015 Los Angeles River LAR-A-28 136,600 142,056 5,456 TBD B016 Los Angeles River LAR-A-28 13,658 18,950 5,292 TBD B017 Los Angeles River LAR-A-29 18,950 24,200 5,250 TBD B018 Los Angeles River LAR-A-30 24,200 33,797 9,597 TBD B019 Los Angeles River LAR-A-31 33,797 37,800 4,003 TBD C001 Verdugo Wash (LAR-S-1) LAR-A-31 0 1,301 1,301 TBD B020 Los Angeles River LAR-A-32 37,800 44,600 6,800 TBD B021 Los Angeles River LAR-A-33 44,600 50,200 5,600 TBD B022 Los Angeles River LAR-A-33 0 3,050 3,050 TBD B023 Los Angeles River LAR-A-34 50,200 59,200 9,000 TBD

B024 LA River (Sepulveda FCB) LAR-A-40 96,989 113,170 16,180 TBD D001 Burbank Western LAR-E-1 3,050 4,737 1,687 TBD E001 Compton Creek LAR-J-2 19,931 27,010 7,079 TBD E002 Compton Creek LAR-J-3 27,010 41,166 14,156 TBD F001 Haines Canyon LAR-K-2 12,330 21,662 9,332 TBD F002 Haines Canyon LAR-K-3 21,662 22,022 360 TBD G001 Rio Hondo RH-A-5 59,000 63,800 4,800 TBD G002 Rio Hondo (RH-A-4) RH-A-5 44,224 43,724 500 TBD H001 Alhambra Wash RH-B-2 29,563 17,130 12,433 TBD H002 Mill Creek RH-B-2 1,521 1,000 521 TBD H003 San Pasqual Wash RH-B-2 9,313 135 9,178 TBD I001 San Gabriel River SGR-A-8 117,350 122,430 5,080 TBD J002 San Gabriel River SGR-A-12 0 17,615 17,615 TBD

K001 San Jose Creek SGR-F-1 3,127 7,925 4,798 TBD

Total: 237,103 TBD

CLIN 0001AB - SARB

SubCLIN

A001 San Antonio Creek SAR-B-5 97600 111122 13,522 TBD A002 San Antonio Creek SAR-B-4 97600 86020 11,580 TBD A003 San Antonio Creek SAR-B-3 74800 86020 11,220 TBD A004 San Antonio Creek SAR-B-2 65400 74800 9,400 TBD A005 San Antonio Creek SAR-B-1 56133 65400 9,267 TBD B001 Chino Creek SAR-A-3 42865 56133 13,268 TBD B002 Chino Creek SAR-A-2 35700 42865 7,165 TBD

B003 Chino Levee + 35 Acre

Field SAR-A-1 28100 35700 7,600

TBD

Total: 83,022 TBD

2.0 SPECIFIC WORK REQUIREMENTS

2.1 Level I Services

Level I services will include routine Maintenance Services and Inspections (MS&I) within the USACE right of way (ROW) for levees, channels, and FCB listed under CLIN 0001AA for

LACDA. The Contractor shall perform monthly MS&I for projects identified in SubCLIN A001 to K001 of the bid schedule. The Level I services will also include routine MS&I within the USACE ROW for levees and channels listed under CLIN 0001AB for SARB. The Contractor shall perform monthly MS&I for projects identified in SubCLIN A001 to B003 of the bid schedule. The monthly MS&I will be a Firm-Fixed-Price schedule over the contract life for LACDA and SARB projects.

2.1.1 Vegetation Management on Engineered Features

All vegetation regardless of type shall be removed from engineered features (e.g. channel and levee) that includes all concrete surfaces and grouted stone surfaces within the USACE RW. All vegetation to include grasses, bushes, and trees must be removed from weep holes, concrete cracks, joints, side drains, flap gates, concrete walls, and concrete inverts. These types of vegetation will not be permitted to mature on any engineered feature. The Contractor shall remove all vegetation regardless of height and type in these areas or as directed through the COR. Concrete spall and joint sealing repairs be done to prevent regrowth in these areas.

2.1.2 Vegetation Management on Earthen Engineered Features

The earthen engineered features include all unarmored embankments and levee systems.

Vegetation on any unarmored slopes must be cut to a height of 3-inches to prevent erosion. All vegetation cuttings shall be removed from USACE RW on the same day that it is cut. The Contractor must ensure that local and county fire department vegetation standards are met throughout USACE RW.

2.1.3 Vegetation Management on Earthen Access Roads

All vegetation growing on unpaved or paved access roads shall be cut flush with the surrounding ground surface then treated with an approved herbicide. Prune vegetation overhanging access roads and access points to provide 12-feet of overhead clearance. Prune all vegetation encroaching on to the roadway to provide a full width of clearance within the RW corridor. The Contractor must be able to provide asphalt maintenance to include cold patching, hot patching, crack sealing, and surface sealing along paved access roads. The Contractor must ensure that local and county fire department vegetation standards are met throughout USACE RW.

Dimensions of access roads along channels and levees vary by location see Appendix C.

2.1.4 Vegetation Management in Channel

The contractor shall remove weeds and other vegetation from flood control channels & Levees growing in cracks within concrete and asphalt, weep holes, flap gates, sub-drains, side drains and storm drains as directed through level I work within this PBWS. Flood control channel drainage system and concrete structures shall be free of vegetation growth or accumulation after weeding.

The principal intent is to ensure an unrestricted flow of water within R/W and to prevent damage to infrastructure from unintended vegetation growth.

All invert slopes, walls or concrete invert surfaces facing the river side of the channel or levee system will be maintained to a level that does not support any vegetation growth of Grass, Bushes and Trees. These types of vegetation will not be permitted to mature on any structures types. The Contractor will remove all vegetation regardless of height and type in these areas or as directed through the COR. Trees will be cut and removed from these structures. The stump will not be removed and will be left at a six inches in elevation above the concrete surface.

(Cutting height of stump is based on a site safety considerations). Bushes regardless of type will be removed at level height of the concrete surface and herbicide applied immediately after cutting. Grasses will not be allowed to be higher than 6 inches in height along earth embankments (Support Fire Protection) as Level I type work.

Soft-bottom areas, land side slopes of channels and levees and channel access roads within LACDA and SARB channels & Levee systems and within FCB that require clear cutting of rooted vegetation, trees and non-native vegetation clearing services will be directed through a written TO from the KO as Level II type work. SAR-A-01 and SAR-A-02 which include 26.90 acres will be considered Level I work. Eco System Restoration Reach LAR-5B which includes

15.44 acres will be considered level I work.

Flood control channel drainage system and concrete structures shall be free of vegetation growth or accumulation after weeding. After clearing vegetation an application of approved herbicide is to be applied (Pre-emergent - Post-emergent type herbicide product our recommendation is Round-up Custom with a Surfactant No Foam). All herbicides must be approved by the Corps of Engineers and the state of California EPA prior to application. Vegetation on any unarmored slopes will be cut to a height of 3 inches to prevent erosion. All vegetation cuttings will be removed from the channel R/W on the same day that it is cut as Level I type work.

2.1.5 Overhanging Vegetation Management

Overhanging vegetation must be managed in areas along channels and levees where access roads are no longer within USACE O&M area. Trees overhanging the channel and levee must be pruned to 12-feet above the top of the channel wall and levee when fencing is present.

Vegetation growing down channels walls must be cut to the top of the wall and must not be permitted to grow through the RW fencing.

2.1.6 Tree Removal

Contractor shall remove 25-trees per month along access roads, within the channel invert, and on the levee land side areas within USACE RW. The COR will identify the trees to be removed and coordinate environmental documentation as required. The Contractor must cut the stump of the tree to within 1-foot of the surrounding ground surface and apply herbicide immediately after cutting. The Contractor must remove all tree debris from the site by the end of each work day.

The Contractor must provide a report with GPS locations of the trees removed each month.

2.1.7 Biannual Mowing

At a minimum, the Compton Creek, Chino Creek, San Antonio Creek, SAR-A-1 Chino Levee and 35 acre field along El Prado Road and general levee areas along the SARB system areas will be mowed biannually between the 1st and 15th of March and the 15th and 30th of September. The Sepulveda channel reach LAR-A-40 soft bottom access road areas will be considered Level I type work. All weeds and other vegetation from the flood control channel shall be disposed of at an approved local landfill of the Contractors choosing. The Contractor shall arrange dumping privileges at disposal locations at his/her expense. Herbicides applications will be applied along fence and wall R/W lines and along the channel walls or structures according to location requirements. All Reaches within LACDA and SARB levee and channel system R/W’s will be mowed where grass and low lying vegetation could be easily cut by slope mower or bush hog type equipment. The Contractor will avoid damaging trees or wet land habitat. This requirement will be considered Level I type work.

2.1.8 Weep Hole Maintenance

The Contractor must maintain all weep holes clear of vegetation, sediment, and debris to a penetration depth of 12 to 15-inches, regardless if the weep hole is positioned on a wall or slope.

Contractor must clean out weep holes and fill with geo textile, then fill with appropriate gravel to be determines by Corps COR. The Contractor is responsible for tracking weep holes maintenance as well as unique defects and reporting progress on a monthly basis as part of the Quality Control Plant (QCP). The Contractor must service 550 weep holes per month.

2.1.9 Pest Control

The Contractor shall remove and dispose of pests encountered while performing routine MS&I.

Pests are defined as insects, scorpions, rattlesnakes, ground squirrels, and other burrowing animals. The presence of pests in the work area shall not constitute reason for Contractor work stoppage. The Contractor must remove dead animals (cattle, horses, water fowl, and domestic pets) found in USACE RW within 24-hours of discovery and dispose of per local ordinances.

Rodenticide in the following areas will be considered Level I work. Methods of control is currently the use of fumigant carbon monoxide. See Appendix C & D.

2.1.10 Side Drain Maintenance

The Contractor shall clean-out side drains when sediment, debris, and trash content reaches a level of 20% the diameter of the pipe. The sediment, debris, and trash must be removed for the first 6-feet from the outlet of the pipe. The Contractor must perform monthly visual inspections and provide a monthly inspection report of all side drains that are serviced with photos and GPS coordinates. The Contractor must also include locations of side drains that have damaged trash racks, flapper gates, and manhole covers encountered during routine MS&I. The Contractor must open each flap gate and trash rack unit on an annual basis. The Contractor must maintain ditches and side channels within the RW by keeping detention ponds and drainage ditches clear of vegetation or other obstructions that impeded the flow of water.

2.1.11 Litter Removal

The Contractor must remove all litter throughout USACE RW and it must be removed from the RW on the same day that it is collected. Litter is defined as trash, broken glass, plastic containers, shopping carts, appliances, furniture, construction materials, vegetation cuttings, etc.

The Contractor must patrol all flood control channels weekly for signs of illegal dumping of litter, vegetation, debris, abandoned cars, appliances, furniture, and dead animals etc. When the accumulation of litter within a 30-square foot area will fill a 25-gallon drum the area will be cleaned. The Contractor must inform the COR of the presence of abandoned vehicles in the flood control channels, and the COR will then issue instructions to the Contractor informing him/her the course of action to take, if any. The Contractor may also be directed by the COR to support the clean-up of homeless encampments that are located within the channel right of way or on access roads. The Contractor may be required to divert resources to support the cleanup of homeless encampments per the direction of the COR on a monthly basis. This effort will require the Contractor to obtain necessary resources to remove the debris such as dumpsters and equipment. Some areas may require the use of a street sweeper to clean up small debris and sediment along the dry concrete channel or access road surfaces. Storm debris on channel invert surfaces must be removed.

2.1.12 Sediment and Debris Removal

The Contractor must remove sediment and debris piles that may include construction debris or sand bars up to 500-cubic yards or portions of on a monthly basis not to exceed 6,000 cubic yards over the option year. The removal of the sediment/debris will be directed by the COR or identified by the Contractor via their QCP whom will inform the COR for removal direction. The principal objective is to prevent larger sediment piles and sand bars from accumulating within the low flow or on concrete surfaces thus creating vector control issues, restricting water flow, or creating unplanned habitat. The Contractor must supply dump receipts with the following information: Dump location, time, date, quantity, and cost associated with processing the materials with each QCP monthly report or as requested by the COR. Any sediment or debris piles larger than 500-cubic yards in need of removal from USACE RW will be directed by a TO as Level II work at the discretion of the COR. Sediment or debris piles that remain in USACE RW until Level II work is authorized will be kept trash and vegetation free as routine MS&I.

2.1.13 Access Gate Lock Control

The Contractor must be replace locks at access locations along USACE RW and close access gates when requested by the COR. If access gates have missing locks and/or chain, the Contractor must replace the locks and chain to ensure the location is secured. Gates must always be locked after every pass to prevent unauthorized entry from others.

2.1.14 Temporary Signage and Fencing

The Contractor must be able to place temporary fencing and signage as required for specific maintenance procedures.

2.1.15 Herbicide Applications

The Contractor must obtain a Qualified Applicator License and become registered with the California EPA. The Contractor must utilize herbicides that are approved by the State of California and the Armed Forces Pest Management Board (AFPMB) Standard Pesticides List available to DOD Component and Agencies, dated October 1, 2018 and the DOD Contingency Pesticides, dated October 1, 2018. The Contractor must apply EPA approved herbicide agents, with an applicable surfactant following the manufacturer's instructions. All personnel applying herbicides must be trained on the application procedures as well as in identifying non-native vegetation. The Contractor must ensure that only approved herbicide is applied during the initial cutting and over the following monthly maintenance cycles per the manufacturer's instructions.

The Contractor must herbicide 5-miles of USACE RW monthly to include engineered features, access roads, fence lines within USACE RW, weep holes, side drains, and miscellaneous areas along channel/levee features.

2.1.16 Biologist

The Contractor's Certified Wildlife Biologist must conduct weekly inspections of areas within the USACE RW where routine MS&I are being conducted. The biologist must document and ensure compliance with the Migratory Bird Treaty Act (MBTA) and Fish & Wildlife Coordination Act. The Contractor’s biologist must ensure compliance with the Endangered Species Act (ESA) by proper surveying and documentation to avoid ESA listed species. The Contractor’s biologist must establish/modify “no work zones” using best practices to avoid/minimize impacts to native vegetation or potential nesting areas. The Contractor’s biologist must provide training to all work crews on environmental concerns and require avoidance/minimization measures. The Contractor’s biologist must, provide a weekly report (Avian Spot Rep, See Appendix D) for all ecosystem restoration reaches within Los Angeles River (Appendix E) or other areas as required by the COR. The Contractor’s Biologist will provide 320-hours of observations per month between Los Angeles ecosystem restoration Reaches 2A, 3A, 4A, 4B, 4C, 4D, 5A, 5B, 5C, 6A, 6B, 6C, and Verdugo Wash. The Contractor’s biologist must provide a detailed report (Environmental Assessment) and/or annual survey (USFWS Protocol Survey Guidelines dated Jan 19, 2001) for the Least Bell’s Vireo (Vireo bellii pusillus Vireo) to support annual maintenance activities. The Contractor’s Biologist must provide cultural services to comply with the National Historic Preservation Act. Section 7 Biologist may be required for Level II work that may affect endangered species habitat.

2.1.17 Routine Graffiti Removal Services

The Contractor must patrol the entire length of each flood control channel and obliterate all graffiti discovered within 72-hours. The Contractor shall also do paint-out projects as requested by the COR or designee. The Contractor must have a Field Supervisor available in the field to respond to USACE Inspectors from 7:00 a.m. to 4:30 p.m. Monday through Friday. The Contractor shall also be available Monday through Friday to report and confer with USACE representatives with respect to this graffiti removal service.

The Contractor shall provide telephone answering service, within the Los Angeles County, from 7 a.m. to 5 p.m., Monday through Friday, except on legal holidays, to receive instructions, information, complaints, etc., from Corps inspectors and/or the COR or his designee. The work shall be performed in accordance with these specifications and the attached project area maps for each portion of the LACDA and SARB systems under. The Contractor shall log all graffiti removal requests and provide an electronic version for reporting purposes.

A. Graffiti Removal Services The Contractor shall conduct the graffiti removal services as follows:

1. Maintain a zero-tolerance policy for the District’s facilities indicated in the attached project area maps in accordance with the Contractor’s Work Plan of Action/Approach. The Contractor shall follow its Work Plan of Action/Approach throughout the entire TO period unless otherwise approved in writing by the COR or Contracting Officer. In addition, the Contractor shall:

a. Remove vulgar graffiti (i.e., profane, obscene, racist) within 24-hours (five days per weeks).

b. Respond to COR or designee priority assignments, paint-outs, and color match corrective painting within 24 hours (five days per week).

c. Remove graffiti within 72-hours upon notification, Monday through Friday.

2. The Contractor must use Concrete Grey paint in all flood control channels. Substitute colors will not be accepted. Concrete Grey is the only paint allowed to paint out the channel areas. In cases where fencing abuts to the channel area, walls must be color-matched to the satisfaction of the Corps or the Contractor may elect to paint out the entire wall with Concrete Grey.

3. Provide USACE with work record reports no later than the fifth day of each month with the monthly invoice. The monthly report shall indicate the number and source of crews utilized indicating hours worked on this TO. The electronic versions will have of before and after pictures of graffiti abated in each project area within the LACDA and SARB systems to include dimensions. This report will also include locations of requests for removal square footage painted over or pressure washed. The COR or designee may originate graffiti removal work requests via email and shall receive all completion reports from the Contractor through email.

These reports will then be routed to the COR who may perform quality control inspections.

E-Mail completed work reports to the COR or send through mail on CD

4. Perform all work necessary to complete this TO in a satisfactory manner and shall provide all personnel, supervision, appropriate tools, supplies, materials, equipment, transportation, and other incidentals necessary to perform work.

5. Remove / Cover graffiti from all types of surfaces including, but not limited to paved access ways, wood, metal, stucco, brick, concrete, cinder blocks, sidewalks, smooth concrete, very rough grouted rip rap, various pavement surfaces, etc., using appropriate methods of covering or removing graffiti for the particular surface and conditions, including, but not limited to, water blasting, sand blasting, painting over (both with rollers and spray guns), and utilizing approved chemical solvents.

6. The method of removal shall consist of covering the graffiti or paint-out with water-based and/or recycled paint (graffiti paint) and it must be concrete gray (color sample will be provided upon request). In areas where repainting is required in order to match the existing paint, Contractor shall paint over with the right color to match at no additional cost to the Corps. The paint may be applied either mechanically or manually in a neat and even manner such that it completely covers or eradicates any graffiti present and does not leave splatter marks on the ground. The graffiti will not be traced but covered uniformly using square and rectangular shapes only. Use drop cloths on all work assignments to protect sidewalks, vegetation, etc., from paint spillage on surfaces below.

7. Furnish all the necessary and appropriate graffiti removing products and equipment including, but not limited to, brushes, rollers, spray guns, ladders, cloths, paint, paint thinner, Corps-approved graffiti-removing solutions, drop cloths, brooms, dustpans, plastic bags (for debris disposal), etc.

8. Use appropriate methods of covering or removing graffiti for the particular surface and conditions, such as water blasting, painting over, chemical solvents, etc. Any chemical solvents utilized to remove graffiti shall have a Material Safety Data Sheet available for USACE review.

9. Graffiti found on CORPS signs or sign posts should not be painted over, but sign posts should be painted. The Contractor shall notify the COR of the location of any defaced signs.

10. Typical graffiti removal sites include, but are not limited to metal flap gates, channel walls and bottoms, ramps, river beds, drop structures, wooden fences, wrought iron gates, gage block houses, side drain inlet and outlet structures, asphalt roads, concrete embankments, berms, slopes, fences and posts, gates, curbs, retaining walls, stream gaging recording buildings, bridge abutments and decks, outside pump plant buildings, pump plants, and paved access ways. Bridge abutments, pillars, columns, and walls supporting bridges inside the channels in river bed must be cleared to a minimum height of 14 feet above the adjacent surface.

11. Provide training to personnel in proper graffiti removal techniques and provide corrective instruction to its personnel if they are removing graffiti improperly. Field personnel must wear safety vest when working in the channels as well as protective boots, ear & eye wear and gloves when applicable to prevent any injuries. Additionally, Contractor will stay informed of new technology of graffiti removal.

12. Not allow any debris from its operations under this TO, especially from the water/sand blasting operations, to be deposited in the storm drains and/or gutters in violation of Federal, State, and local laws. Should Contractor violate this requirement liquidated damages will be imposed.

13. Use appropriate Best Management Practices, including, but not limited to, drop cloths on all work sites to protect sidewalks, vegetation, etc., from paint spillage or overspray.

14. USACE reserves the right to change any aspect of the reporting system or the Contractor reporting process. Such change could be due to improvements in computer applications capabilities or for any other reason.

15. The Contractor’s attention is directed to the fact that running water may be encountered in the channels and rivers following storms. In addition, water may be released to the channels from various reservoirs during non-storm periods. The Contractor shall not attempt to enter the channel bottoms when rapidly flowing water is present since personnel and equipment could be swept downstream. The Contractor is solely responsible for determining whether or not the channels can be entered safely. However, USACE will notify the Contractor of scheduled water releases. The closure of beaches due to sewer contamination or any other incident does not constitute closure of the channels. Unless agreed by USACE for safety reasons or if channels are entirely closed to the public then Contractor may stop service and must notify the COR or Contracting Officer immediately. Regular monthly payment will be made regardless of work canceled due to rain or high flows in the channels. A phone number where the Contractor can be reached 24 hours a day, seven days a week, shall be provided such that USACE can notify the Contractor of unscheduled releases or imminent flooding.

16. The Contractor is advised that due to construction or maintenance activities within the channels and or facilities, the Contractor may be directed to temporarily or permanently avoid a portion of a particular channel or facility. The contractor is not authorized to stop service in any channel or facility on his own just because it was assumed contractor should not be there, COR or designee must be contacted immediately for approval on any change in the graffiti removal activities. A prorated payment based on this Contractor’s Unit Price and the affected length of the facility will be made. USACE reserves the right to withdraw any or all project areas from this TO at any time.

17. The Contractor will be issued a key for the purpose of accessing the project locations. The Contractor shall lock all gates following entry and/or exit. The Contractor is advised that bikeways and equestrian trails exist along many of the project locations. The Contractor shall conduct its activities in a manner that will not endanger the users or block access to these additional areas.

B. Graffiti Removal Services, District Maintained Property For graffiti removal from Los Angeles District maintained property, the Contractor shall adhere to the following additional specifications.

1. Only Concrete Grey water-soluble, latex based shall be used. (Color sample will be provided upon request).

a. Riverbed Grey #33, masonry flat exterior water base custom mixture by Behr.

2. Concrete Block Walls: Graffiti shall be covered up with concrete gray paint only. The paint-over color shall match the wall color (Concrete Grey). Over-spray on sidewalk or private property shall not be allowed.

3. Chain-link Fencing and Pipe: All graffiti on pipes and fencing shall be painted over using a galvanized paint color to match the fencing fabric and pipe color. The paint-over color shall be feathered into the fabric and along the pipes.

4. Rock Walls: All graffiti shall be removed using only pressure machine with soda compound.

All paint shall be removed from rock face and mortar joints to match all other rock facing. No painting over shall be used unless the wall was previously painted. The Contractor shall color match the paint to the original previous color using water-based paint.

5. Vegetation: All graffiti shall be covered up using concrete gray water-based paint without damaging any nearby vegetation

6. Trees: Contractor is responsible for removing graffiti reported or found on trees. Contractor must only use water pressure but the pressure must be regulated to avoid removing the bark of the tree. Any trees that have been previously painted to cover graffiti must be water pressured to remove new graffiti and old paint. Trees, vegetation, and green areas must be protected by the contractor.

7. Appurtenance Structures: Graffiti extended into covered box conduits and other appurtenance structures shall be serviced. In no case shall service be required into the box conduit beyond a distance equal to the width of the conduit entrance.

8. Miscellaneous: These standards are basic. However, other standards may be developed and incorporated herein, as other graffiti surfaces are found.

F. Project Locations and Limits Following is a description of each major project area included in this TO. All project locations, maps, and Corps owned areas are covered in detail within the original Channel Maintenance Contract. The terms right bank and left bank on channels are based on the observer looking downstream.

Project _Location O&M Manuals 1130-2-13 & 1130-2- 14______

LACDA Ballona Creek BC-A-1, BC-A-3

Los Angeles River LAR-A-14 - LAR-A-34 and LAR-A-40 Burbank Western LAR-E-1 Compton Creek LAR-J-2, LAR-J-3 Haines Canyon LAR-K-2, LAR-K-3 Rio Hondo River RH-A-4, RH-A-5 Alhambra Wash RH-B-2 San Pasqual, Mill Crk.

San Gabriel River SGR-A-8, SGR-A-12 San Jose Creek SGR-F-1

SARB San Antonio Channel SAR-B-1 thru SAR-B-5 Chino Creek Channel SAR-A-1 thru SAR-A-3

2.2 Level II Services

Service requirements above the routine MS&I will be considered Level II services and will be requested by the Government via a TO described in a separate SOW. The TO will be issued by the Contracting Officer (KO) through a contract modification with cost based on a negotiated Firm- Fixed-Price schedule. This level of work is established for nonrecurring maintenance services to address work of an urgent or emergency status. Level II work level projects may also consist of areas within Level I reaches that due to environmental factors and funding restraints will not be routinely made a part of Level I work activities. This can also be extended to other civil works projects constructed and managed within SPL.

When requested to perform Level II services, the Contractor will be furnished a Request for Proposal and an SOW. The Contractor will then provide a price proposal to accomplish the work. The Government and Contractor will negotiate and agree to pricing for the requested services. The exception to this will be emergency response work Level II services that may be ordered verbally by the Contracting Officer.

2.2.1 Emergency Response Work

The Contractor may be requested by the KO via a TO to provide emergency response work activities at any LACDA or SARB projects to include the FCB. Emergency response work is any work required to correct problems caused by failures or deficiencies to project facilities and property, which constitutes an immediate danger or health hazard or a threat to property. The Contractor shall prepare an emergency response plan and present it to the COR prior to commencement of the contract. Emergency response work will be initiated by notice (phone call or other means) from the COR or a designated representative and the Contractor shall initiate corrective action immediately. The Contractor shall notify the COR immediately of any emergency work that cannot be completed within a 24-hour period. When emergency situations are recognized by the Contractor or Contractor personnel, the COR shall be contacted immediately and prior to initiating emergency work unless the nature of the emergency requires immediate action to preserve life or avoid injury. In such cases, the Contractor shall perform remedial work to temporarily correct the situation and shall advise the COR of the problem immediately.

2.2.2 Graffiti Removal

The Contractor may be requested by the KO to provide graffiti removal services via a TO for all LACDA and SARB projects. The Contractor, when issued the TO, must cover graffiti from all appurtenances within USACE RW that will consists of armored side slopes, culverts, bridge piers, floodwalls, and…