Am01_Spec_W912PL-15-B-0005.pdf

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

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

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

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

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

0001 May 1, 2015

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

W912PL-15-B-0005

Apr 10, 2015

Murrieta Creek, Phase 2, Riverside County, California

The following Specification Sections are amended:

* 00 10 00 - Contract Line Items Schedule

* 01 11 00 - Summary of Work

* 01 22 00 - Measurement and Payment

* 01 35 26 - Governmental Safety Requirements

* 33 21 00 - Monumentation and Instrumentation DRAWINGS: Changes to 12 sheets. See Sheet T-2 for list of revised drawings.

Murrieta Creek – Phase 2 W912PL-15-B-0005 Riverside County, CA

TABLE OF CONTENTS - 1 Amendment1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SF1442 SOLICITATION, OFFER AND AWARD (SF1442)

00 01 15 CERTIFICATION PAGE

00 10 00 SOLICITATION, CONTRACT LINE ITEMS SCHEDULE Am1

00 21 00 INSTRUCTIONS

00 21 13 INSTRUCTIONS TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONTRACT CLAUSES

00 73 00 SUPPLEMENTARY CONDITIONS

00 73 46 WAGE RATES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK Am1 01 22 00 MEASUREMENT AND PAYMENT Am1

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00a Submittal Register 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS Am1

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 01 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00a Signs

01 57 20 ENVIRONMENTAL PROTECTION

01 57 20a CRWQCB Permit 01 57 20b Pechanga Tribal Monitoring Agreement

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 13 00 DIVERSION AND CONTROL OF WATER

DIVISION 03 - CONCRETE

03 25 00 SOIL CEMENT

03 30 07 CONCRETE FOR MINOR STRUCTURES

03 36 00 GROUTING STONE PROTECTION

DIVISION 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 11 30 DECOMPOSED GRANITE

32 11 34 PORTLAND CEMENT-STABILIZED BASE OR SUBBASE COURSE

TABLE OF CONTENTS - 2 Amendment1

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

32 31 13 CHAIN LINK FENCES AND GATES

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 84 25 ELECTRICAL SERVICE (IRRIGATION)

32 92 19 HYDROSEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 21 00 MONUMENTATION AND INSTRUMENTATION Am1

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

-- End of Project Table of Contents --

SECTION 00 10 00 Page 1 Amendment 1

SOLICITATION, CONTRACT LINE ITEMS SCHEDULE

SECTION 00 10 00

PRICE SCHEDULE

Base Bid Items (STATION 59+00 TO STATION 102+00)

Item Description Quantity Unit Unit Price

Amount

0001 DIVERSION AND CONTROL OF WATER 1 Job LS ________

0002 CLEAR SITE AND REMOVE

OBSTRUCTIONS 1 Job LS

0003 DISPOSAL OF DEBRIS 16,000 TON _______ ________

0004 DEMOLITION 1 Job LS ________

0005 EXCAVATION, CHANNEL 250,000 CY _______ ________

0006 CHANNEL EXCAVATION SHORING 1 Job LS ________

0007 COMPACTED FILL 2,000 CY _______ ________

0008 MISCELLANEOUS FILL 3,000 CY _______ ________

0009 COMPACTED FILL, STRUCTURAL 46,600 CY _______ ________

0010 GEOTEXTILE 3,800 SY _______ ________

0011 TURF REINFORCEMENT MAT 4,500 SY _______ ________

0012 TEMPORARY END PROTECTION 1 Job LS ________

0013 ACCESS RAMP, STA 90+20 1 Job LS ________

0014 ACCESS UNDERCROSSING, 1ST STREET 1 Job LS ________

0015 15-,18-, 24-, AND 36-INCH RIPRAP 2,800 TON _______ ________

0016 SOIL CEMENT EMBANKMENT 81,500 CY _______ ________

0017 SIDE DRAIN, STA 60+97 LT 1 Job LS ________

0018 SIDE DRAIN, STA 67+62 RT 1 Job LS ________

SECTION 00 10 00 Page 2 Amendment 1

0019 SIDE DRAIN, STA 69+45 LT 1 Job LS ________

0020 SIDE DRAIN, STA 69+50 RT 1 Job LS ________

0021 SIDE DRAIN, STA 76+37 LT 1 Job LS ________

0022 SIDE DRAIN, STA 81+21 RT 1 Job LS ________

0023 SIDE DRAIN, STA 82+17 LT 1 Job LS ________

0024 SIDE DRAIN, STA 84+10 LT 1 Job LS ________

0025 SIDE DRAIN, STA 86+53 RT 1 Job LS ________

0026 SIDE DRAIN, STA 86+83 RT 1 Job LS ________

0027 SIDE DRAIN, STA 87+54 LT 1 Job LS ________

0028 SIDE DRAIN, STA 91+47 LT 1 Job LS ________

0029 SIDE DRAIN, STA 91+60 RT 1 Job LS ________

0030 SIDE DRAIN, STA 92+27 RT 1 Job LS ________

0031 SIDE DRAIN, STA 92+77 RT 1 Job LS ________

0032 SIDE DRAIN, STA 96+36 RT 1 Job LS ________

0033 (DELETED)

0034 DECOMPOSED GRANITE SURFACING 100 TON _______ ________

0035 AGGREGATE BASE COURSE 400 TON _______ ________

0036 ASPHALT CONCRETE PAVEMENT 120 TON _______ ________

0037 TOP OF BANK: LANDSCAPING 1 Job LS ________

0038 TOP OF BANK: IRRIGATION SYSTEM 1 Job LS ________

0039 TOP OF BANK: ESTABLISHMENT 1 Job LS ________

0040 CHANNEL REVEGETATION:LANDSCAPING 1 Job LS

SECTION 00 10 00 Page 3 Amendment 1

0041 CHANNEL REVEGETATION: IRRIGATION

SYSTEM 1 Job LS

0042 CHANNEL REVEGETATION:

ESTABLISHMENT 1 Job LS

0043 PIPE ACCESS GATE 1 EA _______ ________

0044 SAFETY RAILING 7,000 LF _______ ________

0045 AS-BUILT DRAWINGS 1 Job LS ________

0046 SETTLEMENT MONUMENT 18 EA _______ ________

0047 PIER NOSE SCOUR PROTECTION –

FIRST STREET 1 Job LS

0048 CONCRETE OVERFLOW DITCH 1 Job LS ________

0049 CONCRETE EDGING 800 LF _______ ________

Total Estimated Amount (0001 to 0049): $ ____________

Abbreviations:

LF = Linear Foot CY = Cubic Yard TON = Ton (1 Ton equals to 2000 pounds) EA = Each LS = Lump Sum SY = Square Yard RT = Right LT = Left

SECTION 00 10 00 Page 4 Amendment 1

ADDITIONAL BIDDER'S NOTES:

1. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid.

2. If a modification to a bid based on unit prices is submitted which provides for a lump sum adjustment to the total estimated amount, the application of the lump sum adjustment to each unit price in the Price Schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the Price Schedule.

3. Prices must be submitted on all individual items of the Price Schedule, otherwise the bid will be considered non-responsive and will be rejected.

4. For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the Price Schedule as submitted by the bidder:

a. Obviously misplaced decimal points will be corrected;

b. In case of discrepancy between the unit price and the extended price, the unit price will govern;

c. Apparent errors in extensions of unit prices will be corrected;

d. Apparent errors in addition of lump sum and extended prices will be corrected.

5. For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends the bid to be evaluated on the basis of unit prices the totals arrived at by the resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

6. The lump sum "LS" line items in the Price Schedule are not "Estimated Quantity" line items and are not subject to the "Variation in Estimated Quantity" contract clause.

7. The Contract Clause 52.232-27, "Prompt Payment for Construction Contracts" requires that the name and address of the contractor official, to whom payment is to be sent, be the same as that in the contract or in a proper Notice of Assignment.

8. Principal Contracting Officer. The Contracting Officer who signs this contract will be the Principal Contracting Officer for this contract.

However, any Contracting Officer assigned to the Los Angeles District, Contracting within his authority, may take formal action on this contract when the Principal Contracting Officer is unavailable and the action needs to be taken.

9. Amounts and prices shall be indicated in either words or figures, NOT

BOTH.

10. The bidder shall distribute his indirect costs (overhead, profit, bond, etc.,) over all items in the Price Schedule. The Government will review all submitted Price Schedules for any unbalancing of the items. Any submitted Price Schedule determined to be unbalanced may be considered nonresponsive and cause the bidder to be ineligible for contract award.

11. The bidder shall furnish all plant, labor, material, equipment, etc., SECTION 00 10 00 Page 5 Amendment 1 necessary to perform all work in strict accordance with the terms and conditions set forth in the contract in include all attachments thereto.

12. Some quantities are ESTIMATED, the bidders prices MUST BE FIRM.

13. Bidder is cautioned to check his Price Schedule carefully prior to submission. If the Price Schedule contains unit prices, they should be round off to the second decimal point only NOT EXTENDED FURTHER.

15. Contractor is required to fill in Cage code, TIN and DUNS Number in Block No. 14 on Standard Form 1442, the Name and Address Block.

-- End of Section –

Murrieta Creek - Phase 2 W912PL-15-B-0005

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PUBLIC UTILITIES, NOTICES, AND RESTRICTIONS

1.4.1 General

1.4.2 Relocation or Removal by others

1.4.3 Utilities Not Shown

1.4.4 Coordination

1.4.5 Notices

1.4.5.1 Utilities to be Relocated or Protected

1.4.5.2 Existing Bench Marks and R/W Markers

1.4.5.3 Spill Reporting

1.4.6 Restrictions

1.4.6.1 Representatives of Other Agencies

1.4.6.2 Environmental Restrictions

1.4.6.3 Access and General Protection/Security Policy and Procedures

1.4.6.4 Pre-Screen Candidates using E-Verify Program

1.4.6.5 1.3.6.5 Working Hours

1.5 ACCESS, HAUL ROADS, AND TEMPORARY CULVERTS

1.5.1 Access

1.5.2 Haul Roads

1.5.3 Temporary Culverts

1.6 TRAFFIC SAFETY

1.6.1 Traffic Maintenance

1.6.1.1 Traffic Routing

1.6.1.2 Street Closure

1.6.2 Warning Devices

1.6.3 Rock and Gravel

1.7 ARCHAEOLOGICAL FINDINGS DURING CONSTRUCTION

1.8 POST-CONSTRUCTION CLEANUP AND OBLITERATION

1.9 PERMITS

1.9.1 General

1.9.1.1 National Pollutant Discharge Elimination System (NPDES)

Permit

1.9.1.2 Discharge Permit

1.10 REQUIRED INSURANCE

1.10.1 General

1.10.2 Insurance

1.10.3 Insurance Policy

1.10.4 Liability Insurance

1.10.5 Worker's Compensation

1.10.5.1 Procuring of Required Policy

1.10.5.2 Contractor Agrees to Indemnify

SECTION 01 11 00 Page 1 Amendment 1

1.11 PROGRESS PAYMENTS

1.11.1 Partial Pay Estimates

1.12 NOTICE OF PARTNERSHIP

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13.1 Anticipated Adverse Weather Days

1.13.2 Documentation

1.14 SPECIAL CONSTRUCTION REQUIREMENTS

1.14.1 Project Limits

1.14.2 Coordination with Other Contractors

1.14.2.1 Developing Communities surrounding Murrieta Creek, Phase II

1.14.3 Runoff Murrieta Creek, Phase II

1.14.3.1 Runoff Side Drains

1.14.4 Excess Excavated Material

1.14.4.1 General

1.14.4.2 PREPARATION FOR PLACING IN OPTIONAL DISPOSAL SITE

1.14.5 Coordination for Utilities

1.14.6 CONSTRUCTION TIMING CONSTRAINTS

1.14.6.1 WATER RESOURCES

1.14.6.2 BIOLOGICAL RESOURCES

1.15 CONTRACTOR'S SURVEYS

1.15.1 Survey Data

1.15.2 Survey Data Standards

1.15.2.1 Additional Requirements for Survey Data

1.15.3 Positioning System

1.15.4 Survey Firm Acceptance

1.15.5 Data Processing

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2 Amendment 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of widening and deepening the Murrieta Creek flood control channel from just below 1st Street (Sta. 59+00) to just below Rancho California Rd bridge.(Sta. 102+00). From Sta.98+00 to Sta. 102+00, the channel section will consist of a riprap lined slope protection covered with miscellaneous landscape fill. Side slopes will be 3H:1V. Downstream of Sta.98+00, the channel section will consist of a soil cement embankment, the majority of the reach having side slopes of 1H:4V. The contractor will be responsible to compact to specification the full width of the 12-foot wide section and will need to develop procedures to do so safely. In addition, shoring will be required in some reaches to construct the soil cement section within the existing right-of-way. Due to the right-of-way limits, the specifications include limitations on the duration and length that excavations may remain open. The channel width varies from 140 feet to 205 feet with the designated riparian corridor varying in width from 35 feet to 70 feet.

The excavation will generate excess material, including a substantial quantity of debris. Debris includes trash, concrete, reinforced concrete, asphalt, riprap, grouted stone, and other miscellaneous construction debris. All excess excavated material shall become the property of the Contractor and shall be disposed of at approved off site disposal sites or the optional disposal site at no additional cost to the Government.

It is the anticipation of the Government that there is sufficient and generally appropriate material from the required excavation to meet the aggregate requirements for the soil cement, though the data indicates that the contractor will need likely need to supplement the required excavation with aggregate coarser than the number 4 sieve in order to meet the contract specifications. The most appropriate material will come from the Qa (active alluvium within the bottom of the streambed); the older alluvium (from channel side slopes) is typically too fine. Some selective excavation will be required.

A 15 feet wide maintenance road will be constructed on both sides of the channel. Surfacing will be either asphalt paving or decomposed granite.

Grading along the landward side of the maintenance road will collect localized flows and drop into storm drains. A number of storm drains discharge into Murrieta Creek. The work includes connecting to the drains and constructing new outlet structures within the slopes. Two types of landscaping included in this project, one type is the environmental plantings and hydroseeding for the riparian corridor and side slopes within the channel. The other type is the esthetic treatment that is located on top of the banks, outside of the channel, but within the existing right-of-way.

SECTION 01 11 00 Page 3 Amendment 1

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

COE EM 1110-1-1003 (1996) NAVSTAR Global Positioning System Surveying

COE EM 1110-1-1005 (1994) Topographic Surveying

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Topographic Surveyor; G, RE.

SD-05 Design Data

Contractor's Surveys

SD-07 Certificates

Required Insurance

Partial Pay Estimates

1.4 PUBLIC UTILITIES, NOTICES, AND RESTRICTIONS

1.4.1 General

The approximate location of all pipe lines, power and communication lines, and other utilities known to exist within the limits of the work are indicated on the drawings. The sizes, locations, and names of owners of such utilities are given from available information, but their accuracy is not guaranteed. Except as otherwise indicated on the drawings, all existing utilities will be left in place and the Contractor shall conduct his operations in such a manner that the utilities will be protected from damage at all times, or arrangements shall be made by the Contractor for their relocation at the Contractor's own expense. The Contractor shall be responsible for any damage to utilities known to exist and shall reimburse the owners for such damage caused by his operations.

1.4.2 Relocation or Removal by others

Utilities to be relocated or removed not as part of this contract are designated "to be relocated by others" or "to be removed by others", respectively. Utility relocations shown on the drawings as "By Others" are

SECTION 01 11 00 Page 4 Amendment 1 expected to be completed prior to the start of this contract. Utilities shown on the plans and not so designated will be left in place and be subject to the provisions of the CONTRACT CLAUSE: PROTECTION OF EXISTING VEGETATION, STRUCTURES, UTILITIES, AND IMPROVEMENTS. The Contractor may make arrangements with the owner for the temporary relocation and restoration of utilities not designated to be relocated, or for additional work in excess of the work needed to relocate utilities designated for relocation at no additional cost to the Government.

1.4.3 Utilities Not Shown

If the Contractor encounters, within the construction limits of the entire project, utilities not shown on the plans and not visible as of the date of this contract and if such utilities will interfere with construction operations, he shall immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are left in place, removed or relocated, as directed by the Contracting Officer, the Contractor shall be entitled to an equitable adjustment for any additional work or delay.

1.4.4 Coordination

The Contractor shall consult and cooperate with the owner of utilities that are to be relocated or removed by others to establish a mutual performance schedule and to enable coordination of such work with the construction work. These consultations shall be held as soon as possible after award of the contract or sufficiently in advance of anticipated interference with construction operations to provide required time for the removal or relocation of affected utilities. The Contractor shall be responsible for coordinating their activities with other contractors performing work in the area. This shall include, but is not limited to, coordination with contractor for the reconstruction of the 1st Street bridge project.

1.4.5 Notices

1.4.5.1 Utilities to be Relocated or Protected

The Contractor shall notify the Contracting Officer, in writing, 14 calendar days prior to starting work near any utility to be relocated or protected. On each relocation, notification shall include dates on which the Contractor plans excavation, by-pass work, removal work and/or installation work, as applicable. The Contractor shall also notify the following representatives of utility owners not less than 30 days, unless otherwise specified, prior to start of work in the vicinity of their respective utilities:

1.4.5.2 Existing Bench Marks and R/W Markers

The Contractor shall notify the Contracting Officer, in writing, 7 days in advance of the removal of any bench mark or right-of-way marker.

1.4.5.3 Spill Reporting

The Contractor shall notify the Contracting Officer immediately after all spills, regardless of quantity, including all personnel exposures. The Contractor shall submit a written notification not later than 7 calendar days after the initial notification. The written notification shall include the following:

SECTION 01 11 00 Page 5 Amendment 1

a. Item spilled, leaked or releases in an unauthorized manner (Identification,Quantity and Manifest Numbers).

b. Whether the amount spilled, leaked or released in an unauthorized manner is EPA reportable and, if reported, a copy of the report.

c Exact location of the spill, leak or unauthorized release.

d. Nature of exposure to personnel.

e. Containment procedures initiated.

f. Anticipated cleanup and disposal procedures.

g. Disposal location of spill, leak or unauthorized release residue.

1.4.6 Restrictions

1.4.6.1 Representatives of Other Agencies

Personnel representing owners and agencies may be present for various portions of the work. However, the Contractor shall be responsible only to the Contracting Officer.

POINTS OF CONTACT

a. List of Contractor Contacts

Prior to the start of work, the Contractor shall provide the Contracting Officer with names, addresses and 24-hour phone numbers of the Contractor's project engineer, superintendent and foreman.

b. List of Government Agency Contacts

The following is a partial list of Government Agency points of contact:

Agency Contact Telephone

EMERGENCY 911

U.S.Army Corps of Engineers Project Engineer Fernando Cano (951)898-6151

Rancho California Water Andrew Webster (909)296-6900 District Engineering Services Division

South Coast Air Quality Management District (909)396-2000

State Water Resources Control Board (916)341-5455

San Diego Regional Water Quality Control Board Darren Bradford (619)521-3356

City of Temecula Police Department (909)696-3000 Fire Department (909)694-6405 Public Works Department (909)694-6411

Deputy Director of Public Works Ron Parks (909)694-6411

SECTION 01 11 00 Page 6 Amendment 1

Post Office Box 9033 Temecula, California 92589-9033

Underground Service Alert (USA) (800)422-4133

CALTRANS

Transportation Permits, Oversize Loads (909)383-4637

California Highway Patrol Temecula Office (909)506-2000

Riverside County Sheriff Non-emergency (909)955-2444 Animal Control (909)358-7387

Riverside County Flood (909)955-1200 Control and Water Albert Martinez (Project Manager) Conservation District Randy Sheppeard (Environmental PM)

1.4.6.2 Environmental Restrictions

Refer to specification Section 01 57 20, Environmental Protection for restrictions. Many of the environmental restrictions limit the Contractor from working in specific areas for extended periods of several months.

1.4.6.3 Access and General Protection/Security Policy and Procedures

All Contractors and all associated sub-contractors employees shall comply with applicable installation, facility, and area commander installation/Facility access and local security policies and procedures (provided by the Government Representative). The Contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. The Contractor workforce shall comply with all personal identity verification requirements as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in the Contractor security matters or processes.

1.4.6.4 Pre-Screen Candidates using E-Verify Program

The Contractor shall pre-screen Candidates using the E-Verify/Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor shall ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-Verify System. An initial list of verified/eligible Candidates shall be provided to the Contracting Officer no later than 3 working days after the initial contract award. When contracts are with individuals, the individuals shall be required to complete a Form I-9. Employment Eligibility Verification, with the designated Government representative. This Form shall be provided to the Contracting Officer and shall become part of the official contract file.

1.4.6.5 1.3.6.5 Working Hours

The Contractor shall restrict all construction activities to the following schedule:

SECTION 01 11 00 Page 7 Amendment 1

Monday thru Friday 7:00 a.m. to 6:30 p.m.

Saturday upon approval by the Contracting Officer 7:00 a.m. to 6:30 p.m.

No work will be permitted on weekends or federal holidays unless otherwise approved by the Contracting Officer. Access to the job site will be allowed 30 minutes prior to starting time unless otherwise approved by the Contracting Officer.

1.5 ACCESS, HAUL ROADS, AND TEMPORARY CULVERTS

1.5.1 Access

An access permit is required under the section titled "PERMITS" within this Section.

1.5.2 Haul Roads

All haul roads shall be maintained regularly to provide vehicular access for the Government's vehicles and the Contractor's vehicles and equipment during the contract performance period. Road maintenance shall include:

clearing and disposal of rock/mud slides on the roads and drainage ditches, repair of washouts, repair of potholes and ruts, regrading, and any surface treatment as needed to allow for continuous uninterupted passage for all equipment and vehicles. Prior to any alterations of any road alignment the Contractor shall receive approval from the Contracting Officer. Road maintenance and alterations shall be performed by the Contractor at no additional cost to the Government.

1.5.3 Temporary Culverts

Temporary culverts shall be placed as necessary to maintain positive flows throughout the project to prevent ponding and to keep all haul roads passable. Culverts shall be corrugated metal pipe of adequate diameter.

Dump stone or other energy dissipating structures shall be provided at all outlets of culverts to prevent undermining of pipe. Exact locations of the culverts shall be subject to approval by the Contracting Officer. All culverts within the construction area, including the borrow areas, shall be maintained to provide unrestricted flow through the culverts. Culvert maintenance shall include debris cleaning, repair of failures, and extension of culverts due to road alterations. Culvert maintenance shall be performed by the Contractor at no additional cost to the Government. At the end of the project, the Contractor shall remove all temporary culverts.

1.6 TRAFFIC SAFETY

1.6.1 Traffic Maintenance

During the construction the Contractor shall provide access to roads as necessary to maintain traffic. The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be as required by the State and local authorities having jurisdiction. The traveling public shall be protected from damage to person and property. The Contractor's traffic

SECTION 01 11 00 Page 8 Amendment 1 on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads.

The Contractor shall be responsible for the repair of any damage to roads caused by construction operations at no additional cost to the Government.

1.6.1.1 Traffic Routing

The Contractor shall notify the Contracting Officer, the City of Temecula Public Works Department, and the Riverside County Flood Control and Water Conservation District at least 7 days in advance of the time that work will be started in areas requiring the rerouting of traffic, and removal of street signs. The foregoing shall apply to progressive modifications of traffic routings within an area in which work is in progress. A permit is required. The City of Temecula shall be notified by contacting the Public Works Department telephone number (909)694-6411. The Eastern Municipal Water District shall be notified by contacting Armando Arroyo, 951-928-3777.

1.6.1.2 Street Closure

City of Temecula Public Works Department, Riverside County Sheriff, Highway Patrol, Fire Department, Riverside County Flood Control and water Conservation District, and all affected property owners, shall be notified by the Contractor whenever a street is to be closed to traffic. Approval is required prior to closing. If closing is to be of a long duration, a single notification to each department 7 days in advance of closing will be sufficient. A single notification shall then be made at the time the street is again opened to traffic. If the closing is to be of short duration or if different sections of the street are to be closed at different times, notification shall be made on a day-to-day basis. Should temporary road closures be necessary, the Contractor shall clearly mark and identify alternative routes and detours. Proper signage, flagman, and strict adherence to driving safety procedures shall be implemented and utilized by the Contractor, with special attention being given in multi-use zones.

1.6.2 Warning Devices

In accordance with Contract Clause ACCIDENT PREVENTION, signs, barricades, and warning devices shall be provided, installed, and maintained as are required for protection of vehicular traffic at any location where operations interfere with public or private roads. Signs, barricades, lights, and signals shall be in conformance with Part VI of the U.S.

Department of Transportation Manual on Uniform Traffic Control Devices for Streets and Highways.

1.6.3 Rock and Gravel

Rock and gravel for use as a stabilizer for haul roads, staging areas, or other areas within the project limits shall be subject to approval by the Contracting Officer.

1.7 ARCHAEOLOGICAL FINDINGS DURING CONSTRUCTION

Should the Contractor or any of his employees in the performance of this contract find or uncover any archaeological remains, he shall notify the Resident Engineer immediately. Such notification will be a brief statement in writing giving the location and nature of the findings.

Should the discovery site require archaeological studies resulting in delays and/or additional work, the Contractor will be compensated by an

SECTION 01 11 00 Page 9 Amendment 1 equitable adjustment under the General Provisions of the contract.

1.8 POST-CONSTRUCTION CLEANUP AND OBLITERATION

The Contractor shall obliterate all signs of temporary construction facilities such as haul roads, access roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, or any other vestiges of construction as directed by the Contracting Officer. Excavation, filling, regrading and plowing of roadways and other construction areas will require the areas to be restored to near natural conditions, which will permit the growth of vegetation thereon. All areas disturbed within the construction site and along the haul route shall be graded and filled as required to prevent ponding.

1.9 PERMITS

1.9.1 General

Reference is made to the clause of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits, including, but not necessarily limited to the following specified herein below.

1.9.1.1 National Pollutant Discharge Elimination System (NPDES) Permit

The Contractor shall apply and obtain coverage under the General Construction Permit, (Order No. 2009-0009-DWQ) as modified by Order No.

2010-2014 DWQ (GCP) from the California State Water Resources Control Board, Division of Water Quality. The GCP requires, among other things, the development and implementation of Storm Water Pollution Prevention Plan (SWPPP). Each covered construction activity must obtain coverage under this permit by submitting Permit Registration Documents (PRD's) to the State Board in accordance with the requirements of the GCP. The PRD's shall identify the Contractor as the Legally Responsible Person (LRP).

Riverside County inspectors will be on site to insure compliance with the requirements of the MS4 Permit. The County inspectors will notify the Contracting Officer if they observe non-compliance issues.

The Contractor shall hold the USACE and Riverside County harmless of fines and penalties for non-compliance with the GCP.

1.9.1.2 Discharge Permit

If Groundwater pumping and discharge is required, the Contractor shall first obtain necessary permits from the CRWQCB, San Diego Region, pay all associated fees, and adhere to all permit conditions which may include preliminary and continued testing of water to be discharged.

1.10 REQUIRED INSURANCE

1.10.1 General

The Contractor shall maintain insurance in full force and effect throughout the term of this contract. The policy or policies of insurance maintained by the Contractor shall provide the limits and coverage as set forth herein below.

SECTION 01 11 00 Page 10 Amendment 1

1.10.2 Insurance

Insurance shall be in force the first day of the term of this contract.

1.10.3 Insurance Policy

Each insurance policy required by this contract shall contain the following clauses:

a. "This insurance shall not be canceled, limited in scope of coverage or non-renewed until after 30 days written notice has been given to (1) Riverside County Flood Control and Water Conservation District, Attn: Alberto Martinez, 1995 Market Street, P.O. Box 1033, Riverside, CA 92502-1033.

b. "All rights of subrogation are hereby waived against the County of Riverside and the members of the Board of Supervisors and elective or appointive officers or employees, when acting within the scope of their employment or appointment, and County Districts and their Board or Commissions which are governed by the County Board of Supervisors".

c. "As respects operation of the named insured performed on behalf of the Government, the following are added as additional insureds:

Riverside County Flood Control and Water Conservation District, County of Riverside, and City of Temecula.

d. "It is agreed that any insurance maintained by the Riverside County Flood Control and Water Conservation District, County of Riverside, and City of Temecula will apply in excess of, and not contribute with, insurance provided by this policy.

LIABILITY INSURANCE

COVERAGE MINIMUM LIMITS

Comprehensive General Liability $10,000,000 combined single limit including Completed Operation and a Broad Form Property Endorsement and Comprehensive Automobile Liability per occurrence

Worker's Compensation Statutory

1.10.4 Liability Insurance

Any liability insurance required by this contract shall not contain exclusions or endorsements which eliminate or limit coverage for the following:

a. Claims of liability for bodily injury or property damage caused by, resulting from, attributable or contributed to, or aggravated by the subsidence or other movement of soils or land as a result of landslide, consolidation, expansion, creep, shifting, sinking, or mud flow;

SECTION 01 11 00 Page 11 Amendment 1

b. Claims of liability for bodily injury or property damage caused by, resulting from, attributable or contributed to, or aggravated by the actual, alleged, or threatened discharge, dispersal, release or escape of any pollutants;

c. Completed Operations coverage;

d. Products coverage;

e. Broad Form Property Damage coverage;

f. Blanket Contractual coverage.

1.10.5 Worker's Compensation

Each liability and worker's compensation insurance policy required by this contract shall contain clause numbers 1.10.3 (a.) and 1.10.3 (c.) above, and the following clause: "It is agreed that any insurance maintained by the County of Riverside will apply in excess of, and not contribute with, insurance provided by this policy."

1.10.5.1 Procuring of Required Policy

The procuring of such required policy or policies of insurance shall not be construed to limit Contractor's liability hereunder not to fulfill the indemnification provisions and requirements of this contract.

1.10.5.2 Contractor Agrees to Indemnify

Contractor agrees to indemnify and save harmless the agency, its officers, employees, agents and volunteers from and against any and all claims, actions, losses, damages and/or liability arising out of this contract from any cause whatsoever, including the acts, errors or omissions of any person, except where such indemnification is prohibited by law.

1.11 PROGRESS PAYMENTS

1.11.1 Partial Pay Estimates

Partial pay estimates shall be submitted every month. The following items shall be submitted with the partial pay estimates to ensure prompt payment:

a. Project schedule Narrative and Earnings Monthly update reports.

b. Safety report(s) in accordance with OSHA, CALOSHA, and the Corps of Engineers' EM 385-1-1.

c. Updated/current submittal register as specified in Section 01 33 00 SUBMITTAL PROCEDURES, paragraph: Submittal Register (ENG FORM 4288).

d. Quality Control Reports as specified in Section 01 45 01 USACE QUALITY CONTROL, paragraph: Documentation.

1.12 NOTICE OF PARTNERSHIP

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and

SECTION 01 11 00 Page 12 Amendment 1 efficient contract performance and intended to achieve completion within budget, on schedule, and in accordance with plans and specifications; and to develop a single cooperative management team focused on the success of the project to mutual benefit of all stakeholders. This partnership would be bilateral in makeup, and participation will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by both parties and will be shared equally with no change in contract price.

An integral aspect of partnering is the resolution of disputes in a timely, professional, and non-adversarial manner through the use of issue clarification and problem solving. To implement this partnership initiative it is anticipated that within 60 days of Notice to Proceed the Contractor's on-site project manager and the Government's Resident Engineer would attend a two day partnership development seminar/team building workshop together with the Contractor's key on-site staff and key Government personnel.

Follow-up workshops of 1 to 2 days duration would be held periodically throughout the duration of the contract as agreed to by the Contractor and Government.

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled: DEFAULT (FIXED PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(a) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipation for the project location during any given month.

(b) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.13.1 Anticipated Adverse Weather Days

The following schedule of monthly anticipated adverse weather delays will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Adverse Weather Days were determined based on the daily precipitation greater than 0.10 inch.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON FIVE (5) DAY

WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

6 4 4 3 1 1 1 1 1 1 2 5

1.13.2 Documentation

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actually adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled

SECTION 01 11 00 Page 13 Amendment 1 work day. The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the subparagraph above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause entitled: DEFAULT (FIXED PRICE CONSTRUCTION).

1.14 SPECIAL CONSTRUCTION REQUIREMENTS

The Contractor shall restrict his operation and adapt his construction schedule to accommodate the following:

1.14.1 Project Limits

The Contractor's work, employee parking, operations, staging, equipment assembly and maintenance, and other on-site activities shall be restricted to actual areas of construction within the Project Limits and two (2) properties that fall outside the project limits as shown on the drawings.

The Project Limits of the Murrieta Creek Phase II are indicated on the drawings, and constitute the maximum limits of the construction area available for Contractor's operations. The Project Limits are generally defined by the Right-of-Way (R/W, ROW) and adjoining Temporary Construction Easements (TCE) as shown on the plans, unless designated otherwise (either in the plans, in these Specifications or by the Contracting Officer). The Contractor shall be solely responsible for obtaining agreements with and acquisition from adjacent land owners, when additional land or access points are required to supplement the Contractor's operations or staging needs. No appurtenances or other public access facilities (either temporary or permanent) shall be constructed beyond the Project Limits and specified on the drawings.

1.14.2 Coordination with Other Contractors

1.14.2.1 Developing Communities surrounding Murrieta Creek, Phase II

The Contractor is advised that the City of Temecula will be reconstructing the 1st Street and Overland bridges over Murrieta Creek. Access through the City of Temecula Construction site will be provided by the City's contractor during the construction period. The Contractor shall coordinate closely with the City of Temecula Contractor.

1.14.3 Runoff Murrieta Creek, Phase II

The work areas for Murrieta Creek, Phase II will occur in areas that are subject to flowing waters as a result of rainfall. In addition, the Murrieta Creek, Phase II work area is subject to flowing waters as a result of irrigation runoff and other construction related activities (new communities development). The Contractor is advised that it is their responsibility to protect their work from these probable events. In addition to these and other coordination issues discussed herein, see also Section 02 13 00, DIVERSION AND CONTROL OF WATER. See also paragraph National Pollution Discharge Elimination System (NPDES) Permit.

1.14.3.1 Runoff Side Drains

The Contractor shall anticipate storm (and nuisance) runoff coordination

SECTION 01 11 00 Page 14 Amendment 1 from side drains and at side drain locations along the Murrieta Creek Phase II project. Some side drains and laterals are active while others will become active during the life of the Murrieta Creek Phase II project. The Contractor shall conduct construction activities with full coordination of these runoff waters and shall safely allow them to pass without inundating other areas of adjacent development. Drainage from side drains, laterals and all future side drain locations shall not be interrupted.

1.14.4 Excess Excavated Material

Excess excavated material, both satisfactory and unsatisfactory, originating from the construction of the Murrieta Creek Phase II, shall become the property and responsibility of the Contractor. The Contractor is allowed to dispose of the excess satisfactory excavated material as follows: at approved offsite disposal sites or the optional disposal site at no additional cost to the Government. The Contractor at his discretion may dispose of excess satisfactory excavated material in the optional disposal site located between Cherry Street, Jefferson Avenue, and Santa Gertrudis Creek, by placing and grading the excess satisfactory excavated material as shown on the drawings at no additional cost to the Government.

The use of the optional disposal site will require that the Contractor apply for a no cost Encroachment Permit through the Riverside County Flood Control and Water Conservation District. The Contractor shall dispose of only excess satisfactory excavated material from onsite construction activities, and any other material, satisfactory or unsatisfactory, from off project sites are not allowed into the optional disposal site. The Contractor is advised that Front Street, First Street, and Pujol Way, and the street and roads adjacent to the project such as State Highway 79 and Interstate 15, are all currently active and open streets to the Public. The haul route for disposing of excess excavated material , shall be coordinated through traffic control plan submitted to and approved by the City of Temecula.

1.14.4.1 General

At the option of the Contractor, excess satisfactory excavated material from the Murrieta Creek, Phase II channel excavation can be disposed off within the optional disposal site shown on the drawings and as follows:

a) Prior to hauling excess excavated material to the optional disposal site, the Contractor shall submit a pre-construction topographic survey of the optional disposal area with 1 foot contour intervals in accordance with paragraph CONTRACTOR'S SURVEYS of this section;

b) The Contractor shall prepare the optional disposal site in accordance with paragraph PREPARATION FOR PLACING IN OPTIONAL DISPOSAL SITE of this section;

c) The Contractor shall segregate into separate stockpiles the excess satisfactory from other materials. The stockpiled materials shall be graded to prevent ponding of water;

d) The Contractor will evenly spread and grade the excess satisfactory material, beginning in the area of the optional disposal site adjacent to Jefferson Avenue, such that it drains by gravity westward towards Murrieta Creek;

e) See the drawings for dimensions of the optional disposal site

SECTION 01 11 00 Page 15 Amendment 1 footprint for placing excess satisfactory excavated materials and/or excess rock excavated material stockpiles. The height of the placed material may not exceed 10 feet along the Jefferson Avenue axis, with the placed material sloping towards Murrieta Creek to allow drainage to occur.

f) Upon completion of the Murrieta Creek Phase 2 work, the Contractor shall submit a post-construction topographic survey of the optional disposal site with 1 foot contour intervals in accordance with paragraph CONTRACTOR'S SURVEYS of this section;

1.14.4.2 PREPARATION FOR PLACING IN OPTIONAL DISPOSAL SITE

The disposal site shall be cleared of any existing obstructions, trash, building materials, construction materials, vegetation and debris prior to placing material.

1.14.5 Coordination for Utilities

During the life of the Murrieta Creek, Phase II contract, the Contractor shall anticipate numerous coordination issues with utility owners at various locations along the Murrieta Creek, Phase II…