2. 2023-03-28 Specs and Plans.pdf

The following specifications item has been amended:

C-502 - Added for post and cable details

All other items remain unchanged.

INVITATION FOR BID (IFB)

WEST SACRAMENTO PROJECT

YOLO BYPASS EAST LEVEE – SOUTH LEVEE

YOLO COUNTY, CALIFORNIA

FOR CONSTRUCTION

DISTRIBUTION STATEMENT A

SPEC NO. 2322

DFN. SA-04-2275

PROJECT NO. 456851

Approved for public release; distribution is unlimited

Yolo Bypass East Levee Project - South Levee Spec No. 2322

YBLAA

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 04/15 GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 22 00 08/15 PRICE AND PAYMENT PROCEDURES

01 32 01 02/15 PROJECT SCHEDULE

01 33 00 08/18 SUBMITTAL PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 11/16 QUALITY CONTROL

01 45 00.15 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 05/18 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 02/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 09/15 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 05/10 MOBILIZATION AND DEMOBILIZATION

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 76 26 03/21 PROTECTION OF EXISTING UTILITIES

01 78 00 05/19 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 1: 02/21 CAST-IN-PLACE CONCRETE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19 08/08 GEOTEXTILE

31 11 00 08/08 CLEARING, GRUBBING, AND STRIPPING

31 23 19 05/14 DEWATERING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 15 00 04/08 AGGREGATE SURFACE COURSE

32 31 13 08/10 CHAIN LINK FENCES, GATES, AND CABLE

RAILING

32 92 19 08/17 SEEDING

DI VI SI ON 34 - TRANSPORTATI ON

34 71 13 04/08 VEHICLE BARRIERS

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 42 38 09/16 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 PAYMENT

1.2 REFERENCES

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 SUBMITTALS

1.5 SCRAP MATERIAL

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

1.8.2 Construction Equipment

1.8.3 Circuit Protection

1.9 UTILITIES

1.9.1 Coordination with AT&T and PG&E

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

1.10.2 The Prime Contractor's Superintendent

1.10.3 Violations

1.10.4 Fire Prevention

1.10.4.1 Inspections

1.10.5 Recordkeeping/Reporting Requirements

1.10.6 Accident Reporting

1.11 HIGH WATER EVENT

1.12 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Recreation/Community Mitigation

1.14.2 Partnering

1.14.3 Temporary Fence

1.14.4 Archaeological Concerns

1.14.5 Railroad

1.14.6 Gas Pipelines

1.14.7 Construction Sequencing

1.15 BORROW SITES

1.16 COMMERCIAL DISPOSAL SITE

1.17 TRAFFIC CONTROL PLAN

1.18 HAUL ROUTE PLAN

1.19 Pre-Construction Video and Photograph Survey

1.19.1 Post-Construction Video and Photograph Survey

1.20 BID ITEM OVERRUN

1.21 ONE YEAR SEEDING MAINTENANCE CONTRACT

1.22 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

1.23 WARRANTY OF CONSTRUCTION

1.24 NON CONTRACT WORK

FOR CONSTRUCTION SECTION 01 00 00 Page 1 03/27/23

1.25 DAMAGE TO SURROUNDING PROPERTY

1.26 DAMAGE TO ROADS

1.26.1 Documentation Regarding Potential Damage to Access Routes

1.26.1.1 Preconstruction Access Road Survey

1.26.1.2 Post-Construction Access Road Survey

1.27 ENVIRONMENTAL LITIGATION

1.28 PROJECT SURVEYS

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 FINAL EXAMINATION AND ACCEPTANCE

3.2 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

FOR CONSTRUCTION SECTION 01 00 00 Page 2 03/27/23

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 PAYMENT

No separate payment will be made for the work covered under this section and all costs in connection therewith will be considered a subsidiary obligation.

1.2 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

DM 4-805-10 Surveys and Design Manual

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

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

FOR CONSTRUCTION SECTION 01 00 00 Page 3 03/27/23

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heros Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.4 SUBMITTALS

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

submittals not having a designation are for information only. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey; G

Borrow Source Plan; G

Disposal Plan; G

Haul Route Plan; G

Pre-Construction Video and Photograph Survey; G

SD-02 Shop Drawings

SD-11 Closeout Submittals

Worker's Compensation Claims

Submit written summary of worker's compensation claims filed by workers on the project at the 50 percent and 100 percent points of project completion.

Post-construction Access Road Survey; G

Post-Construction Video and Photograph Survey; G

1.5 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this

FOR CONSTRUCTION SECTION 01 00 00 Page 4 03/27/23 contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee:

The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and must cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1 . Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.8.2 Construction Equipment

In addition to the requirements of EM 385-1-1 , all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring must be secured above the ground or floor in a workmanlike manner and must not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.8.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70 , all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70 , except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and must be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

FOR CONSTRUCTION SECTION 01 00 00 Page 5 03/27/23

1.9 UTILITIES

If utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation.

It is anticipated that pole lines, signs, pipelines and private improvements that would interfere with or are to be replaced by new construction will be removed to new locations by the owners (or by the State of California or its agents) in advance of construction operations.

Notify the Contracting Officer at least 30 calendar days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Care must be taken to preserve and protect any such improvements from injury or damage during construction operations.

Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the contract will be made under the applicable CONTRACT CLAUSES, Section 00 73 00.

Coordinate all utility work and need for utility service disruptions with the utility companies and Contracting Officer a minimum of 30 days in advance of utility disruption date. Be prudent in contacting utility companies and the Contracting Officer as soon as possible to prevent possible delays to construction and/or unnecessary or unscheduled disruption of the utility service.

1.9.1 Coordination with AT&T and PG&E

Coordinate and cooperate with the Government and AT&T, and PG&E on relocation of existing overhead and underground utilities and removal of abandoned overhead and underground utilities by the utility companies within the limits of construction at locations where such existing utilities would make impossible the performance of Contractor's construction activities. Coordinate such that the utilities are relocated in time to allow for completion of levee improvements in accordance with the Time of Completion schedule.

Coordinate with PG&E for temporary de-energizing and dropping of overhead power lines to accomodate construction activities. As necessary, work around utilities that have not been relocated.

If any individual utilities must be relocated more than once to enable Contractor's completion of construction activities, the second relocation and any subsequent relocation of the same line will be at the Contractor's expense.

All Contractor costs for this coordination activity must be incidental to and included in the applicable unit prices or lump sum prices contained in the Bid Schedule. Contractor will not be paid any additional costs or allowed a time of completion extension for this coordination activity. The Contractor must measure the height of all overhead utilities within 10 days of the Notice to proceed and report all utilities that conflict with the work to the Contracting Officer. In addition, the Contractor must

FOR CONSTRUCTION SECTION 01 00 00 Page 6 03/27/23 initiate coordination with the applicable agencies and utility companies no later than 90 days prior to construction reaching a utility.

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1 , (see Contract Clauses, Section 00 73 00, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926 ;

General Industry Standards 29 CFR 1910 ; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.10.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis as identified in Section 01 35 26, tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.10.3 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action must be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.10.4 Fire Prevention

Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles must be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles must be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor must be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Do not allow any welding/cutting or open flame operations in facilities that are protected by a wet pipe fire sprinkler or an automatic detection system, if the system is out of service. First priority of work will be to return the suppression/detection system to operational condition. Return the fire detection and/or suppression system back to an operational status (if possible) during periods that the facility is unoccupied, and at the end of the work day. Post a fire guard for a 24 hour period (or certify to the Fire Department that the facility is safe) after welding, cutting, and open flame operations in a facility when: (a) fire detection and suppression system can not be returned to service; (b) fire detection or suppression systems do not exist. Other fire prevention precautions must be in accordance with the latest National Fire Codes.

1.10.4.1 Inspections

All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.

FOR CONSTRUCTION SECTION 01 00 00 Page 7 03/27/23

1.10.5 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1 , 01.D.04.

1.10.6 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1 , Section 1, submit at the 50 percent point and 100 percent of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors. The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.

1.11 HIGH WATER EVENT

In the event the water surface elevation of the Yolo Bypass is forecasted by the State-Federal Flood Forecast Center to increase significantly for any reason, the Contracting Officer reserves the right to require the Contractor to stop excavation and to begin continuous operations to complete all partially completed section(s) of the cutoff wall including capping layers, and returning levee crown to original grade, as specified in Section 31 00 00 EARTHWORK. Continuous operations will consist of expeditiously performing the required operations twenty-four hours per day until the operations are completed. Additionally, during such flood conditions, the Contracting Officer reserves the right to require the Contractor to remove all equipment from the levee and flood way upon completion of the required backfilling. Compensation including time extension for actions taken for backfilling due to high water will be through a contract modification based on work directed by the Contracting Officer. The work will only be initiated upon receiving written notification from the Contracting Officer.

1.12 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 14 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations.

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

FOR CONSTRUCTION SECTION 01 00 00 Page 8 03/27/23

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 anticipated 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.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and 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.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

7 6 5 4 1 0 0 0 1 2 5 7

Upon execution 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. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

Refer to ER 415-1-15 .

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Recreation/Community Mitigation

The following measures would be implemented to reduce the short term effects on Recreation and the Community:

a. Prior to construction, cooperate with the Contracting Officer in providing public outreach through mailings, posting signs, coordination with interested groups, and meetings to provide information regarding changes to recreation use and access.

b. Prior to construction, cooperate with the Contracting Officer as necessary in the coordination with local bike groups and alternative bike routes.

c. Before and during construction, place warning and restriction signs at construction areas and levee access points to notify users of ongoing construction and limits of use.

d. If there are trucks or equipment needing time to maneuver or access construction areas, or if directed by the Contracting Officer, station flaggers to slow or stop approaching vehicles, bicyclists, and pedestrians to avoid conflicts with construction vehicles or equipments and to maintain public safety.

e. Although, there would be short-term disruptions to recreation in the project area during construction, reduce the disruptions to a

FOR CONSTRUCTION SECTION 01 00 00 Page 9 03/27/23 less-than-significant level with implementation of the mitigation measures.

1.14.2 Partnering

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 efficient contract performance and are intended to achieve completion within budget, on schedule and in accordance with plans and specifications. To implement this partnership initiative, arrange, within 60 calendar days of Notice To Proceed, a one-day partnership development seminar/team building workshop that will cover at a minimum the following elements: Commitment, Trust, Communication, Roles & Responsibilities, Timely Responsiveness, Mutual Goals, Conflict Management, Dispute Resolution and project specific issues.

1.14.3 Temporary Fence

Erect and maintain a temporary site fence. The fence must be at least a 6'-0" high chain link fence installed on metal posts. All materials and installation are subject to approval of the Contracting Officer's Representative. The chain link fence must encompass the act i ve wor k and st agi ng ar eas and must r emai n i n pl ace unt i l wor k i s compl et ed i n t hat area. The fence location and design must be submitted for approval. The submittal must provide detailed drawings. The layout will include the proposed location of access gates. Gates are to be locked at all times when the Contractor is not on site. For purposes of safety, provide tagged keys to the Fire Department. Clean the fence perimeter daily, both within the fence and outside of the fence to prevent any accumulation of trash and debris adjacent to the fence. The fence will be removed upon a written notice by the Contracting Officer.

1.14.4 Archaeological Concerns

a. Survey the Limits of Work as shown on the drawings and provide an archaeological monitor meeting pursuant to Section 01 57 19, meeting the required qualifications to monitor all ground disturbing activities at those locations to determine whether or not archaeological deposits are present. Deliver a survey/monitoring report to the Contracting Officer to be reviewed by USACE Archaeologist.

b. It is possible for ground disturbing activity to expose prehistoric or historic archeological features and deposits that were not previously known or anticipated. Should archaeological features or deposits be discovered during any construction, demolition, excavation, grading, or related actions, the contractor must suspend all activity within 50 feet of the discovery and redirect all work that would affect the discovered archeological or cultural resource and must immediately notify the Contracting Officer. All work in the vicinity of the discovery must stop until the site may be evaluated by the Lead Archaeological Monitor pursuant to Section 01 57 19.

1.14.5 Railroad

The project limits of work include tracks and facilities. All work near

FOR CONSTRUCTION SECTION 01 00 00 Page 10 03/27/23 and/or within the railroad right-of-way must comply with notes in the drawings and these specifications.

1.14.6 Gas Pipelines

Gas pipelines are located very near the work sites. All work near the these pipeline facilities must comply with the California State Fire Marshal Information Bulletin #03-001 ENRCROACHMENTS INTO OR ON PIPELINE EASEMENTS. Contact Wickland Gas and PG&E to coordinate all work near the pipelines at least 30 days prior to work. Under no circumstance may any work or modifications be done to the facilities.

1.14.7 Construction Sequencing

It is anticipated that the work on both landside of waterside will be completed during a single construction season.

1.15 BORROW SITES

Provide borrow material necessary for completing work shown on the plans from either commercially available or potential borrow sites identified on the plans. Note that potential borrow sites have not been tested for contaminants of suitablity for use in the project. Potential borrow sites are shown for information only. Prior to beginning construction work submit a Borrow Source Plan to the Contracting Officer. The Borrow Source Plan must include the location of borrow site(s), as well as copies of borrow site current and applicable Federal, State and Local permits.

Determine and provide certification to the Contracting Officer that the borrow material is free from contaminants and is suitable for use on the project. The Borrow Source Plan must be prepared and submitted at no additional cost to the Government.

1.16 COMMERCIAL DISPOSAL SITE

Locate a reliable commercial disposal site, and secure a disposal site as needed for the Project. The disposal site must be in compliance with the requirements defined in the plans, specifications, and Contract Documents. Disposal site must be located as close to the project sites, as practical; the disposal site may be further as long as total air quality requirements are met in any condition. Disposal site and disposal activities must be in compliance with all applicable local, state, and federal regulations.

Prior to beginning construction work, submit a Disposal Plan to the Contracting Officer. The Disposal Plan must include location of disposal site(s), as well as copies of disposal site current and applicable Federal, State and local permits. Determine and provide certification to the Contracting Officer that the material to be disposed is free from contaminants and is suitable for disposal at a commercial facility. The Disposal Plan must be prepared and submitted at no additional cost to the Government.

1.17 TRAFFIC CONTROL PLAN

Incorporate traffic mitigation measures into the Traffic Control Plan in order to reduce effects to traffic. Develop a Traffic Control Plan prior to construction. Coordinate all use of public roads, road closures and mitigation with the Contracting Officer, City of West Sacramento, County of Yolo and other responsible agencies. The Contractor is solely responsible

FOR CONSTRUCTION SECTION 01 00 00 Page 11 03/27/23 for all associated costs of applying and obtaining permits related to the traffic control plan. This plan must include the following measures:

a. Post construction zones along residential roadways to notify approaching motorists of trucks entering and exiting roadside construction sites and to reduce speeds through the construction zone.

b. Place signs at construction areas before and during construction, to notify users of ongoing construction and limits of use. Clearly fence and delineate closure of levee roads, staging areas, and construction sites.

c. Before and during construction, post signs for rerouted routes for pedestrians and bicyclists.

d. Construction vehicles are not permitted to block any roadways or driveways.

e. Provide access for emergency vehicles at all times

f. Use signs and flagmen as needed, to alert motorists, bicyclists, and pedestrians to the presence of haul trucks and construction vehicles at all access points.

g. If there are trucks or equipment needing time to maneuver in residential areas or into or out of construction sites, flaggers must be stationed to slow or stop approaching vehicles to avoid conflicts with construction vehicles or equipment.

h. Identify and provide off-street parking to the construction workers and their vehicles and trucks. Encourage construction workers to carpool and park in designated staging areas. If possible, parking would be close enough to walk to the site.

i. Repair any roads damaged by construction.

j. Contractor employees and subcontractors must use off-street parking for vehicles.

1.18 HAUL ROUTE PLAN

Haul routes indicated on the drawings are for information only depicting a single option for a feasible route to complete the work and not mandatory or endorsed. Submit a Haul Route Plan prior to beginning work.

This plan must include offices, material storage areas and structures and the access routes to these areas. Haul routes from the sites to major highways must be indicated. All required traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities and Caltrans (on state roads) must be shown.

Provisions must be made in the plan for alternate routes when interferences block designated haul routes. The plan must be revised and resubmitted if the haul routes being used are not as shown on the plan.

1.19 Pre-Construction Video and Photograph Survey

A Pre-Construction Survey including video and photographs shall be accomplished by the Contractor of all public, private, and project access or right-of-way roads. Two copies of the survey, the video, and the photographs shall be furnished to the Contracting Officer before the start

FOR CONSTRUCTION SECTION 01 00 00 Page 12 03/27/23 of construction operations. Video shall be digital format. Photographs shall be 75 x 125 mm (3x5 inch) prints from 35 mm film or digital camera on a CD.

Video and photographs of project site, preconstruction quality surveys and a preconstruction quality survey plan submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES.

1.19.1 Post-Construction Video and Photograph Survey

After completion of construction of the project, the Contractor shall complete a Post-Construction Survey including video and photographs of the same area where pre-construction video and photographs were taken. Two copies of the survey, the video, and the photographs shall be furnished to the Contracting Officer.

Video and photographs of project site, post-construction quality surveys and a post-construction quality survey plan submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.20 BID ITEM OVERRUN

Throughout the contract (at a minimum, every two weeks), monitor placement or installation of unit price items (if any) with respect to the original estimated quantities shown in the contract. If placement or installation indicates a possible overrun with respect to the original estimated quantities shown in the contract, immediately provide written notification to the Contracting Officer with revised total estimated quantities.

1.21 ONE YEAR SEEDING MAINTENANCE CONTRACT

The contractor must provide materials and labor to maintain seeded areas for one year after the completion of work activities.

1.22 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

a. Nuclear methods are acceptable for soil and soil-aggregate density tests required by this contract. Testing for official results must be conducted as specified section 31 00 00 EARTHWORK. If the Contractor proposes to use meters containing radioactive materials, adhere to the following requirements:

b. In accordance with 06.E of EM 385-1-1, Safety and Health Requirements Manual, obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on the project site. The service permit must be obtained from the appropriate U.S.

Army Command through the Contracting Officer's Representative. The Contractor should notify the Contracting Officer during the pre-work conference if a radiation producing device will be utilized on the project site in order to determine the permit application requirements, and allow a lead time of 45 days for obtaining a permit.

c. The Contractor is responsible for providing a copy of any Nuclear Regulatory Commission (NRC) licenses per the Code of Federal Regulations 10 CFR "Energy" for all radioactive sources brought onto the project site by the Contractor and/or subcontractors. These licenses must be provided to the Contracting Officer's Representative, FOR CONSTRUCTION SECTION 01 00 00 Page 13 03/27/23 before the radioactive sources is allowed on the project site.

1.23 WARRANTY OF CONSTRUCTION

a. Performance Bond.

(1) It is understood that the Contractor's Performance Bond will remain effective throughout the life of all warranties and warranty extensions.

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer must have a right to demand that said work be performed under the Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer must have the work performed by others, and after completion of the work, must make demand for reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

(3) The warranty period for the work performed under this contract must be one year from the date of acceptance of the project by the government. Warranty repair work which arises to threaten the health or safety of personnel, the physical safety of property or equipment, or which impairs operations, habitability of living spaces, etc., will be handled by the Contractor on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification will follow verbal instructions. Failure of the Contractor to respond as verbally directed will be cause for the Contracting Officer or his authorized representative to have the warranty repair work performed by others and to proceed against the Contractor as outlined in the paragraph b. above.

b. Pre-Warranty Conference. Prior to contract completion and at a time designated by the Contracting Officer or his authorized representative, meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of SECTION 00 73 00, Paragraph, WARRANTY OF CONSTRUCTION, of this specification.

Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer or his authorized representative for the execution of the construction warranty must be established/reviewed at this meeting.

In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor will furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his

FOR CONSTRUCTION SECTION 01 00 00 Page 14 03/27/23 responsibilities in connection with Section 00 73 00, Paragraph, WARRANTY OF CONSTRUCTION.

c. Contractor's Response to Warranty Service Requirements. The following warranty service requirements are applicable to this contract.

Following notification by the Contracting Officer or the Contracting Officer's Representative, respond to a warranty service requirement identified by the Contracting Officer's Representative in accordance with the "Warranty Service Priority List" of this program. This list prioritizes warranty work into the categories:

First Priority 1A Perform on site inspection to evaluate situation, determine course of action, initiate work within 24 hours and work continuously to completion or relief.

Second Priority 1B Perform on site inspection to evaluate situation, determine course of action, initiate work within 48 hours and work continuously to completion of relief.

Third Priority All other work to be initiated within 5 work days and work continuously to completion or relief.

The "Warranty Service Priority List" must be compiled by the Contractor and approved by the Contracting Officer.

1.24 NON CONTRACT WORK

Do not perform any work or erect any structure for third parties, landowners or otherwise, within the limits of the rights-of-way without prior approval of the Contracting Officer.

1.25 DAMAGE TO SURROUNDING PROPERTY

All project-associated activities must be performed without damaging or contaminating adjacent work areas, storm water runoff and diversions from the site. Where such work or areas are damaged or contaminated, work and areas must be restored to the original condition at no additional cost to the Government.

1.26 DAMAGE TO ROADS

Preserve and protect all existing private or project access or right-of-way roads. At the completion of work and prior to the Contractor leaving the project, he must restore to pre-project conditions all such roads. Repairs must include replacement of base rock and/or surface treatment as required. Refer also to paragraph PROTECTION OF TRAFFIC in section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES.

1.26.1 Documentation Regarding Potential Damage to Access Routes

Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Preconstruction Access Road Survey and the Post-Construction Access Road Survey. Include the procedures to follow in conducting the surveys.

1.26.1.1 Preconstruction Access Road Survey

Complete and submit a Preconstruction Access Road Survey including digital video and digital photographs of all public, private, and project access

FOR CONSTRUCTION SECTION 01 00 00 Page 15 03/27/23 or right-of-way roads before construction begins. Submit two copies of the survey, the digital video, and the digital photographs before the start of construction operations. Video must be digital format.

Photographs must be 3 X 5 inch prints.

1.26.1.2 Post-Construction Access Road Survey

After completion of construction of the project, submit a Post-Construction Access Road Survey including digital video and digital photographs of the same area where preconstruction digital video and digital photographs were taken. Submit two copies of the survey, the digital video, and digital photographs.

1.27 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, must determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption must be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the SUSPENSION OF WORK clause of this contract, see Section 00 73 00. The period of such suspension, delay or interruption must be considered unreasonable, and an adjustment must be made for any increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

b. The term "environmental litigations", as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.28 PROJECT SURVEYS

Perform both a preconstruction and post-construction top of levee survey every 25' between stations 0+00 to 79+00 and 114+00 to 123+00 based on the alignment shown on the drawings. Surveys must provide detailed topographic information including, but not limited to elevations and locations of levee hinge points, edge of pavement, slopes, monitoring wells, access roads, haul roads, patrol roads, adjacent public and private access roads and all other surface features. Immediately following surveys the record of survey must be submitted to the Contracting Officer. Surveys must be in compliance with procedures, methods, and requirements defined in DM 4-805-10 Survey Manual. Submit both detailed topographic and profile information for pre and post levee survey by a licensed and certified surveyor in the State of California. All surveys must be stamped and signed by the surveyor.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction

FOR CONSTRUCTION SECTION 01 00 00 Page 16 03/27/23 conference that contains the materials specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 FINAL EXAMINATION AND ACCEPTANCE

a. As soon as practicable after the completion of the entire work or any section thereof (if the work is divided into sections) as in the opinion of the Contracting Officer will not be subject to damage by further operations under the contract, such work will be thoroughly examined at the cost and expense of the Government as determined by the Contracting Officer.

b. Final acceptance of the whole or a part of the work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or obvious error, and the acceptance of a completed section must not change the time of payment of the retained percentages of the whole or any part of the work.

3.2 AFTER AWARD DOCUMENTS

Provide five hard copy sets from the CAD contract drawings and specifications. Provide these documents within 5 work days of the NTP .

Two hard copy drawing sets must be ANSI D (22" x 34"), three hard copy drawing sets must be ANSI B (11" x 17"), and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

-- End of Section --

FOR CONSTRUCTION SECTION 01 00 00 Page 17 03/27/23

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND UTILITIES

1.3.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

FOR CONSTRUCTION SECTION 01 11 00 Page 1 03/27/23

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes proposed improvements and repairs to the Yolo Bypass East Levee. A portion of the levee identified as segment AA will be improved for stability and to mitigate seepage with the construction of a landside combinationstability/seepage berm. Rock slope protection will be constructed in segments Z through AC on the lower waterside portion of the levee between Interstate 80 and the deep water shipping channel.

1.1.2 Location

The work is located at the Yolo Bypass East Levee, approximately as indicated. The exact location is shown on the drawings. Levee segements are described as:

SEGMENT Z: STATION 0+00 TO STATION 27+50

SEGMENT AA: STATION 27+50 TO STATION 51+50

SEGMENT AB: STATION 51+50 TO STATION 61+50

SEGMENT AC: Station 61+50 to Station 82+50

SEGMENT AD: STATION 82+50 TO STATION 136+00

Segment AE: Station 136+00 to Station 157+50

SEGMENT AF: STATION 157+50 TO STATION 198+50

1.2 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 14 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

FOR CONSTRUCTION SECTION 01 11 00 Page 2 03/27/23

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

FOR CONSTRUCTION SECTION 01 11 00 Page 3 03/27/23

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Temporary Storm Water Pollution Control

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Construct Berm Embankment

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Clearing, Grubbing, and Stripping

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Placed Topsoil

1.3.3.1 Measurement

1.3.3.2 Unit of Measure

1.3.4 Aggregate Surface Course

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Geotextile Fabric

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Erosion Control Seeding

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Place Rock Slope Protection

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 Construct Post & Cable Fence with Gate

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

PART 2 PRODUCTS

FOR CONSTRUCTION SECTION 01 22 00 Page 1 03/27/23

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

3.2 INVOICE SUBMISSION PROCEDURES

3.2.1 Required Procedure

3.2.2 Required Documents

FOR CONSTRUCTION SECTION 01 22 00 Page 2 03/27/23

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 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-03 Product Data

Weight Certificates

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Requirement PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2 Temporary Storm Water Pollution Control

1.2.2.1 Payment

Payme…