Project_Specifications_AM0001_29JUN17.pdf

SOLICITATION # W91238-17-R-0008 DATE: JUNE 29, 2017

MARYSVILLE RING LEVEE PHASE 2A NORTH, AMENDMENT 0001 - SUMMARY

A) SPECIFICATIONS

1) Replace Entire Section 01_00_00 General Requirements

2) Replace Entire Section 01_22_00 Measurement and Payment

3) Replace Entire Submittal Register in Section 01_33_00 Submittal Procedures

4) Replace Attachment, Geotechnical Data Report 2016, in Section 02_02_00

Subsurface Data

5) Replace Entire Section 31_00_00 Earthwork

6) Replace Entire Section 35_56_13.19, Slag-Cement-Bentonite Slurry Walls

Marysville Ring Levee Phase 2A North 1811

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

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 UTILITIES

1.7.1 General

1.7.2 PG&E Overhead Powerline near station 205+60 and 206+00

1.8 GENERAL SAFETY REQUIREMENTS

1.8.1 General

1.8.2 The Contractor's Superintendent

1.8.3 Job Hazard Analysis

1.8.4 Violations

1.8.5 Fire Prevention

1.8.6 Recordkeeping/Reporting Requirements

1.8.7 Accident Reporting

1.8.8 Railroad Safety Orientation

1.9 SPECIAL SCHEDULING REQUIREMENTS

1.9.1 Overhead Power Transmission Lines Crossing the Levee

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.11 PLANNED STREET CLOSURES

1.11.1 Transportation Mitigation

1.12 EQUIPMENT DATA FORM

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.14 COMMERCIAL BORROW SITE

1.15 COMMERCIAL DISPOSAL SITE

1.16 HAUL ROUTE PLAN

1.17 HAUL ROAD RECORDING DAMAGE TO ROADS, REPAIRS, AND DOCUMENTATION

1.17.1 Detour Route Plan

1.17.2 Preconstruction Survey

1.17.3 Post-Construction Survey

1.18 PROJECT SECURITY AND PUBLIC SAFETY

1.19 BID ITEM OVERRUN

1.20 NON CONTRACT WORK

1.21 WARRANTY OF CONSTRUCTION

1.22 PAYMENT

1.23 PROJECT SURVEYS

1.23.1 Survey Services

1.23.2 Survey Supervision and Scheduling

1.24 Preconstruction Video and Photograph Survey

1.25 Post-Construction Video and Photograph Survey

1.26 FINAL EXAMINATION AND ACCEPTANCE

01 00 00 - 1 Amendment 0001

1.27 ENVIRONMENTAL LITIGATION

1.28 SURFACE DEFORMATION MONITORING

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

01 00 00 - 2

SECTION 01 00 00

GENERAL REQUIREMENTS

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, except for the surface deformation monitoring work.

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

DM 4-805-10 (1991) Survey Manual

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

U.S. Code (USC)

USC Title 29 Title 29 Labor

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

01 00 00 - 3 available to assist USACE contractors in their outreach efforts:

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 submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. 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

Written guarantees for all the equipment and/or appliances; G

Utilities; G

Job Hazard Analysis; G

Haul Route Plan; G

Detour Route Plan; G

Hard Copy Sets; G

Preconstruction quality survey plan; G

Preconstruction Video and Photograph Survey; G

Preconstruction Video and Photographs of project site; G

Disposal Plan; G

Documentation of haul road repairs; G

Preconstruction Quality Surveys; G

Preconstruction Access Road Survey; G preconstruction quantity survey plan; G

01 00 00 - 4

Plan stating the names of personnel and license number who will be in performing the B.C. Survey, plus the procedures to be followed in conducting the B.C. Survey

Traffic Control Plan; G

Prepare the Plan in accordance with these specifications.

Borrow Source Plan

SD-11 Closeout Submittals

Accident Reporting

Post-Construction Video and Photographs of Project Site

Post-Construction Video and Photograph Survey

Post-construction quality surveys

Post-construction quality survey plan; G

Documentation of Haul Road Repairs; G

1.5 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and by signing this contract, hereby acknowledges that due allowance is made 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 UTILITIES

1.7.1 General

If, within the construction limits of the entire project, utilities not shown on the plans and not visible as to the date of this contract are encountered 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. Notify the Contracting Officer at least 30 days in advance of the date on which work will be started requiring the removal or relocation of such utilities or private improvements. Take care 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 his operations. Should such damage be

01 00 00 - 5 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. Coordinate all utility work and need for utility service disruptions with the utility companies and Contracting Officer a minimum of 715 days in advance of utility disruption date.

1.7.2 PG&E Overhead Powerline near station 205+60 and 206+00

The PG&E will relocate the overhead powerline near levee station 205+60 and 206+00 prior to October 31, 2017 . The existing overhead power lines as shown on the plan CU102 and will be located by the PG&E, and the proposed power pole locations were shown on the drawing. The existing power pole on the levee crown will be removed and disposed of by the PG&E. Survey the overhead power lines in the construction area to establish elevations and physical clearances at the time of construction. The minimum safety clearances for the powerline in a radial direction around the power line shall be 10 feet for 12 kilovolts lines. Verify the voltage with the owner and use minimum safety clearances per EM 385-1-1 before construction.

1.8 GENERAL SAFETY REQUIREMENTS

1.8.1 General

EM 385-1-1, USC Title 29, 29 CFR 1926, 29 CFR 1910, as revised from time to time, 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.

1.8.2 The Contractor's Superintendent

The Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.8.3 Job Hazard Analysis

Based on the construction schedule, submit a Job Hazard Analysis of each aspect of construction prior to the start of construction. The analysis must include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered, and identify proposed methods and techniques of accomplishing each aspect in a safe manner. The Contractor's superintendent must take active participation in the Job Hazard Analysis, including the subcontractors' work. Prior to the start of actual work, a meeting must be held with the Contractor, the Contracting Officer, and affected subcontractors to review the Job Hazard Analysis. In addition, job site meetings must be held to indoctrinate the foreman and workers on details of this analysis.

1.8.4 Violations

If recurring violations and/or a 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.

01 00 00 - 6

1.8.5 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 40 feet horizontally from the work site. Where such location is impracticable, protect combustibles with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Other fire prevention precautions must be in accordance with the latest National Fire Codes.

1.8.6 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work (this includes exposure and experience of the Contractor and his subcontractors). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. OSHA Form 200 or state equivalent as prescribed by 29 CFR 1904 Reference EM 385-1-1.

1.8.7 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 100 percent of project completion, a written summary report of worker's compensation claims filed by workers on the project (see submittal "Workers Compensation Claims"). The report must include all subcontractors. The compensation insurance carrier must certify the report as "correct and true."

1.8.8 Railroad Safety Orientation

The Contractors personnel and subcontractors must attend and complete UPRR "Orientations for Contractor's Safety" and be registered prior to working near UPRR facilites. The orientation can be completed on the Internet at http://www.contractororientation.com/.

1.9 SPECIAL SCHEDULING REQUIREMENTS

Demolition, clearing and grubbing, excavation, construction and planting work within the channel is limited to the period between April 16, 2017 and October 31, 2017. See other applicabel project limitation periods within these specifications.

1.9.1 Overhead Power Transmission Lines Crossing the Levee

The overhead power transmission lines crossing the levee and the power pole located on the levee is to be relocated by the utility owner, P.G. & E.

The relocation work is to be completed by June 30, 2017. Therefore work on the portion of the levee near and under the existing overhead power transmission lines can begin no earlier than July 1, 2017.

1.10 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:

The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the

01 00 00 - 7 adverse weather anticipated for the project location during any given month.

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 Five 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 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. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.(ER 415-1-15).

1.11 PLANNED STREET CLOSURES

All 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.

Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and will be held responsible for any violations. Before any outage or closure is scheduled, the Contractor will:

1) Have all approved materials necessary for the closure on hand,

2) Have completed, tested and been inspected by the Construction Quality

Control Representative all preliminary work,

3) Have all permits and personnel qualifications on hand,

4) Have held a joint inspection with a representative of the Contracting

Officer and the Construction Quality Control Representative.

1.11.1 Transportation Mitigation

Coordinate all road closures and mitigation with the Contracting Officer, City of Marysville, County of Sutter, County of Yuba, CalTrans and other responsible agencies. Implement the following measures to reduce the adverse affects on traffic and circulation:

- 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.

- Before and during construction, place signs at construction areas to notify users of ongoing construction and limits of use.

01 00 00 - 8

- Before and during construction, post electronic signs for rerouted routes for motorists and bicyclist.

- Provide access for emergency vehicles at all times

- Obey all speed limits, traffic laws, and transportation regulations during construction.

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

- Prohibit on-street parking for construction workers.

- Identify and provide off-street parking to the construction workers and their vehicles and trucks. If possible, parking would be close enough to walk to the site.

Submit a Preconstruction Access Road Survey and a Traffic Control Plan in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.12 EQUIPMENT DATA FORM

Furnish CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and submit these forms with the modification proposals.

1.13 SPECIAL CONSTRUCTION PROCEDURES

Recreation/Community Mitigation

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

- 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.

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

- 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.

- 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.

- Although, there would be short-term disruptions to recreation in the project area during construction, reduce the disruptions to a less-than-significant level with implementation of the mitigation measures.

01 00 00 - 9

1.14 COMMERCIAL BORROW SITE

Locate a reliable commercial borrow site, and secure borrow material as needed for the project. The borrow site and material must be in compliance with the requirements defined in the plans, specifications, and contract documents. Locate a borrow site within 6 miles of the project site or further as long as total air quality requirements are met in any condition.

Borrow site and activities associated with removal of borrow material must be in compliance with all applicable local, state, and federal regulations.

Submit a Borrow Source Plan prior to beginning work. The Borrow Source Plan must include location of borrow site(s), as well as copies of borrow site current and valid NEPA/CEQA documentation. Submit certification that the borrow material is free from contaminants and is suitable for use on the project. Prepare and submit the Borrow Source Plan at no additional cost to the Government.

1.15 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.

Locate a Disposal site within 6 miles of the project site or 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.

Submit a Disposal Plan prior to beginning construction work. The Disposal Plan must include location of disposal site(s), as well as copies of disposal site current and valid NEPA/CEQA documentation. Determine and provide certification that the material to be disposed is free from contaminants and is suitable for disposal at a commercial facility. Prepare and submit the Disposal Plan at no additional cost to the Government.

1.16 HAUL ROUTE PLAN

Only use haul roads identified in the "Marysville Ring Levee, Yuba River Basin, CA Environmental Assessment", unless provided permission from the Contracting Officer to deviate. 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. Indicate haul routes from the sites to major highways. Show all required traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities and Cal Trans (on state roads). Provide alternate routes in the plan for instances when interferences block designated haul routes. Revise and resubmit the plan if the haul routes being used are not as shown on the plan.

Require all visitors to abide by all construction site safety requirements. Notify the Corps Contracting Officer 48 hours before the commencement of any physical activities on the site. Work for sections such as Demolition, Grading, Tree Removal and other sections with excavations must be coordinated with this plan.

1.17 HAUL ROAD RECORDING DAMAGE TO ROADS, REPAIRS, AND DOCUMENTATION

Video and photograph all public roads to be used for hauling prior to beginning construction. Submit a copy of the video and photographs prior

01 00 00 - 10 to beginning construction. 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, restore to pre-project conditions all such roads as directed by the Contracting Officer at no additional cost in accordance with the local permits obtained. Repairs must include replacement of base rock and/or surface treatment as required

Document repairs with a thorough description of repair made, location, and photographs. Submit Documentation of haul road repairs following repair.

1.17.1 Detour Route Plan

Only use detour route identified on the plan unless granted permission from the Contracting Officer to deviate. Submit a detour route plan prior to beginning work. This plan must include the locations where the boards are to be placed, detailed information boards showing extent of bike path detour and schedule for detour, and all required traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities and Cal Trans (on state roads). Provide alternate routes in the plan for instances when interferences block designated haul routes. Revise and resubmit the plan if the detour routes being used are not as shown on the plan.

1.17.2 Preconstruction Survey

A pre-construction survey including video and photographs must be accomplished of all public, private, and project access or right-of-way roads. Submit two copies of the survey, the video, and the photographs before the start of construction operations. Video must be digital format. Photographs must be 75 x 125 mm (3x5 inch) prints.

Submit Preconstruction Video and photographs of project site, including video and photographs of all project adjacent public, private, project access and haul roads, preconstruction quality surveys and a preconstruction quality survey plan in accordance with Section 01 33 00

SUBMITTAL PROCEDURES.

1.17.3 Post-Construction Survey

After completion of construction of the project, complete a post-construction survey including video and photographs of the same area where pre-construction video and photographs were taken. Submit two copies of the survey, the video, and the photographs.

Submit Post-Construction Video and photographs of project site, including video and photographs of all project adjacent public, private, project access and haul roads, post-construction quality surveys and a Post-construction quality survey plan in accordance with Section 01 33 00

SUBMITTAL PROCEDURES.

1.18 PROJECT SECURITY AND PUBLIC SAFETY

Require all visitors to abide by all construction site safety requirements. Notify the Contracting Officer 48 hours before the commencement of any physical activities on the site.

1.19 BID ITEM OVERRUN

Throughout the contract, (at a minimum, every 5 calendar days) monitor

01 00 00 - 11 placement or installation of unit price items 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 with revised total estimated quantities.

1.20 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 or designated construction limits without prior approval of the Contracting Officer.

1.21 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 herein within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer may 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 will have the work performed by others, and after completion of the work, will 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) 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 on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification will follow verbal instructions. Failure 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.

In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor must 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 must be located within the local service area of the warranted construction, must be continuously available, and must be responsive to Government inquiry on warranty work action and status.

1.22 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 of the Contractor, except for the surface deformation monitoring

01 00 00 - 12 work.

1.23 PROJECT SURVEYS

Perform both a pre-construction and post-construction top of levee survey every 25' between stations 196+00 and 208+60. Surveys must provide detailed topographic information including, but not limited to elevations and locations of levee hinge points, edge of pavement, slopes, and all other surface features. Immediately following surveys, submit the record of survey. Surveys must be in compliance with procedures, methods, and requirements defined in DM 4-805-10.

1.23.1 Survey Services

All survey services must be performed in accordance with DM 4-805-10, copies of which are available in the office of the Contracting Officer.

The Contracting Officer will furnish two copies of the above manual to the successful bidder.

1.23.2 Survey Supervision and Scheduling

Submit a proposed preconstruction quantity survey plan. All survey services must be performed by or under the direct supervision of a person licensed to practice surveying in the State of California. Prior to commencement of survey work, advise the Contracting Officer in writing the name and license number of the person who will perform the required surveys. Field notes must be kept in accordance with the applicable DM referred above. The accuracy of the survey must be third order or better.

1.24 Preconstruction Video and Photograph Survey

After completion of construction of the project, complete a preconstruction survey including video and photographs of the construction area. Submit two copies of the survey, the video, and the photographs.

1.25 Post-Construction Video and Photograph Survey

After completion of construction of the project, complete a post-construction survey including video and photographs of the same area where preconstruction video and photographs were taken. Submit two copies of the survey, the video, and the photographs.

1.26 FINAL EXAMINATION AND ACCEPTANCE

(A) As soon as practicable after the completion of the entire work or any section thereof 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.

01 00 00 - 13

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. 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 SURFACE DEFORMATION MONITORING

Five (5) surface deformation monitoring monuments shall be installed at locations shown on the contract drawings and coordinated with the Contracting Officer's representative. A preconstruction baseline survey shall be performed establishing the horizontal and vertical position of the surface deformation monitoring monuments.

The surface deformation monitoring monuments on the levee crown is to be read as follows. The horizontal and vertical position of the surface deformation monitoring monuments shall be measured weekly starting when levee waterside excavation begins. Surveys shall end when restoration activities for the levee crown and embankment are complete.

All measurements shall be recorded to 0.01 feet accuracy. All survey work shall be performed by a professional land surveyor licensed in the State of California.

If variation in elevation or horizontal movement is greater than 0.04 feet (1/2 inch) from the originally recorded elevation is witnessed, the Contractor shall notify the Contracting Officer immediately and postpone all construction activities within 500 feet of the surface deformation monitoring monument where the higher reading occurred. Evaluation of the movement is to be performed and coordinated with the Contracting Officer, and any corrective actions needed will be coordinated and agreed upon by the Contracting Officer.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the following:

01 00 00 - 14

a. One set of "as-designed" electronic CAD drawing files in the specified software and format, revised to reflect all amendments, to enable preparation of as-constructed drawings.

b. A submittal register data file in comma separated value (CSV) format for import into the Resident Management System (RMS).

c. Informational copies of the contract specifications and drawings, the original solicitation drawings and specifications, plus all amendments in Portable Data Format (PDF).

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five hard copy sets from the PDF contract drawings and specifications. Provide one full size, ANSI D (22" x 34"), hard copy drawing set, and four half size sets. Provide five sets of specifications in standard 8-1/2" x 11", 3-hole punched with posts. Provide these documents within 5 working days of the execution of the NTP by the Government.

The Government will provide an optical disc, without charge, containing the electronic CAD files to prepare as-constructed/record drawings and a submittal register data file in comma separated value (CSV) format.

-- End of Section --

01 00 00 - 15

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 MOBILIZATION AND DEMOBILIZATION (CLIN 0001)

1.1.1.1 Measurement and Payment

1.1.2 PROTECT UTILITIES IN-PLACE (CLIN 0002)

1.1.2.1 Measurement and Payment

1.1.3 TEMPORARY SAFETY FENCE (CLIN 0003)

1.1.3.1 Measurement and Payment

1.1.4 DEMOLITION (CLIN 0004)

1.1.4.1 Measurement and Payment

1.1.5 CLEARING AND GRUBBING (CLIN 0005)

1.1.5.1 Measurement and Payment

1.1.6 SUBDRAIN CLEANOUTS (CLIN 0020)

1.1.6.1 Measurement and Payment

1.1.7 PIPE GATES (CLIN 0024)

1.1.7.1 Measurement

1.1.7.2 Payment

1.1.8 PAVEMENT MARKING ON BIKE TRAIL (CLIN 0026)

1.1.8.1 Measurement and Payment

1.1.9 STORM WATER POLLUTION PREVENTION PLAN (SWPPP), DESIGN,

DEVELOPMENT, AND IMPLEMENTATION (CLIN 0027)

1.1.9.1 Measurement and Payment

1.1.10 PRE- AND POST- PROJECT SURVEYS (CLIN 0028)

1.1.10.1 Measurement and Payment

1.1.11 TEMPORARY TRAFFIC CONTROL (CLIN 0029)

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 LEVELING AT STAGING AREA 2 (CLIN 0038)

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.1.13 SURFACE DEFORMATION MONITORING (CLIN 0033)

1.1.13.1 Payment

1.1.13.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 STRIPPING (CLIN 0006)

1.2.1.1 Measurement

1.2.1.2 Payment

1.2.1.3 Unit of Measure

1.2.2 AC/AB DEMOLITION (CLIN 0007)

1.2.2.1 Measurement

1.2.2.2 Payment

1.2.2.3 Unit of Measure

1.2.3 STONE REVETMENT/CONCRETE RUBBLE REMOVAL AND DISPOSAL (CLIN

0008)

1.2.3.1 Measurement

01 22 00 - 1

1.2.3.2 Payment

1.2.3.3 Unit of Measure

1.2.4 EXCAVATION (CLIN 0009)

1.2.4.1 Measurement

1.2.4.2 Payment

1.2.4.3 Unit of Measure

1.2.5 HAUL OFF EXCESS EXCAVATED MATERIAL (CLIN 0031)

1.2.5.1 Measurement

1.2.5.2 Payment

1.2.5.3 Unit of Measure

1.2.6 SLAG-CEMENT-BENTONITE CUTOFF WALL(CLIN 0010)

1.2.6.1 Measurement

1.2.6.2 Payment

1.2.6.3 Unit of Measure

1.2.7 IMPORTED IMPERVIOUS LEVEE FILL (CLIN 0014)

1.2.7.1 Measurement

1.2.7.2 Payment

1.2.7.3 Unit of Measure

1.2.8 IMPERVIOUS LEVEE FILL FROM EXCAVATION (CLIN 0013)

1.2.8.1 Measurement

1.2.8.2 Payment

1.2.8.3 Unit of Measure

1.2.9 GENERAL LEVEE FILL (CLIN 0015)

1.2.9.1 Measurement

1.2.9.2 Payment

1.2.9.3 Unit of Measure

1.2.10 CONCRETE WALL FOOTING (CLIN 0016)

1.2.10.1 Measurement

1.2.10.2 Payment

1.2.11 GEOTEXTILE FILTER FABRIC (CLIN 0017)

1.2.11.1 Measurement

1.2.11.2 Payment

1.2.11.3 Unit of Measure

1.2.12 DRAINAGE MATERIAL (CLIN 0018)

1.2.12.1 Measurement

1.2.12.2 Payment

1.2.13 SUBDRAINAGE PIPE (CLIN 0019)

1.2.13.1 Measurement

1.2.13.2 Payment

1.2.14 SAFETY RAILING (CLIN 0021)

1.2.14.1 Measurement and Payment

1.2.14.2 Unit of Measure

1.2.15 AGGREGATE BASE COURSE (AB) (CLIN 0022)

1.2.15.1 Measurement

1.2.15.2 Payment

1.2.15.3 Unit of Measure

1.2.16 BITUMINOUS CONCRETE PAVEMENT (CLIN 0023)

1.2.16.1 Measurement

1.2.16.2 Payment

1.2.16.3 Unit of Measure

1.2.17 GRASS SEEDING AND EROSION CONTROL (CLIN 0025)

1.2.17.1 Measurement

1.2.17.2 Payment

1.2.17.3 Unit of Measure

1.2.18 AC DIKE (CLIN 0030)

1.2.18.1 Measurement

1.2.18.2 Payment

1.2.18.3 Unit of Measure

1.2.19 WASTE OF EXCAVATED MATERIAL (CLIN 0032)

01 22 00 - 2

1.2.19.1 Measurement

1.2.19.2 Payment

1.2.19.3 Unit of Measure

1.2.20 AC/AB DEMOLITION IN STAGING AREAS 1 (CLIN 0034)

1.2.20.1 Measurement

1.2.20.2 Payment

1.2.21 Unit of Measure

1.2.22 BITUMINOUS CONCRETE PAVEMENT FOR STAGING AREA 1 RESTORATION

(CLIN 0035)

1.2.22.1 Measurement

1.2.22.2 Payment

1.2.22.3 Unit of Measure

1.2.23 AGGREGATE BASE COURSE FOR STAGING AREA 1 RESTORATION (CLIN

0036)

1.2.23.1 Measurement

1.2.23.2 Payment

1.2.23.3 Unit of Measure

1.2.24 BITUMINOUS PAVEMENT PATCHING FOR STAGING AREA 3 (CLIN 0037)

1.2.24.1 Measurement

1.2.24.2 Payment

1.2.24.3 Unit of Measure

1.2.25 IMPORTED TOPSOIL (CLIN 0039)

1.2.25.1 Measurement

1.2.25.2 Payment

1.2.25.3 Unit of Measure

1.2.26 CONSTRUCTION STANDBY ((CLIN 0040)

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 22 00 - 3

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING 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, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed must constitute full compensation for furnishing all plants, labor, materials and equipment, 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.

1.1.1 MOBILIZATION AND DEMOBILIZATION (CLIN 0001)

1.1.1.1 Measurement and Payment

Measurement and payment for mobilization, demobilization, staging areas, and for all other work covered by this section of the Specifications must be made at the contract JOB price for item "MOBILIZATION AND DEMOBILIZATION"; which payment must constitute full compensation for all work covered by Sections 01 11 00.01 MOBILIZATION AND DEMOBILIZATION and 01 50 02 TEMPORARY CONSTRUCTION FACILITIES of the specifications and as shown on the drawings. Payment for fencing must include all costs of labor, equipment and materials, including fence fabric, posts and fasteners, ESA fencing for elderberries, required to install, maintain and remove the fence. Payment also includes full compensation for all costs associated with mobilization (60 percent) and demobilization (40 percent) with as-built drawings being a subsidiary cost of demobilizations at 0.5 percent of the original contract award amount.

1.1.2 PROTECT UTILITIES IN-PLACE (CLIN 0002)

1.1.2.1 Measurement and Payment

Measurement and payment for protecting utilities in place, and for all other work covered by the Specifications will be made at the contract JOB price for item "PROTECT UTILITIES IN-PLACE"; which payment must constitute full compensation for all work covered by specifications and as shown on the drawings. This includes the seven construction equipment crossing the underground utilities using two potholes per crossing for a total of fourteen potholing locations at a maximum depth of five feet per pothole.

The minimum diameter diameter for potholing must be 12 inches. The total depth footage for the potholing for bidding purposes must be 80 feet to be distributed based on site conditions and/or direction of Contracting Officer. Upon completion of the potholing the holes must be backfilled with grout. All work will be in compliance with Specification 01 76 26.

01 22 00 - 4

1.1.3 TEMPORARY SAFETY FENCE (CLIN 0003)

1.1.3.1 Measurement and Payment

Measurement and payment for fencing and for all other work to complete the fence installation, will be made at the contract JOB price for item "TEMPORARY SAFETY FENCE"; which payment must constitute full compensation for all work covered in section 01 50 02, part 1.10 Temporary Safety Fencing of the specifications. Payment also includes removal once approved by the Contracting Officer. Removal and post footing restoration must be included in the JOB price and will not be paid separately.

1.1.4 DEMOLITION (CLIN 0004)

1.1.4.1 Measurement and Payment

Measurement and payment for DEMOLITION will be made at the contract JOB price for item "DEMOLITION"; which payment will constitute full compensation for all work covered by the specification section 02 41 00 DEMOLITION and as shown on the drawings. This includes but is not limited to: geomembrane, pipe gates, four light poles inside of staging area 2, retaining wall, concrete stand pipes, benchmarks, poles, and safety railas shown on the drawings.

1.1.5 CLEARING AND GRUBBING (CLIN 0005)

1.1.5.1 Measurement and Payment

CLEARING AND GRUBBING and the disposal of the materials from this operation and for all other work stated in the "CLEARING AND GRUBBING" section of the specifications must be measured and paid at the contract JOB price for "CLEARING AND GRUBBING". This price must constitute full compensation for furnishing all labor, materials and equipment, incidentals, and doing all work necessary to complete the CLEARING AND GRUBBING, as specified in section 31 11 00 of the specifications, including disposal or salvage of materials, and restoring all ground surfaces. CLEARING AND GRUBBING of the project site, staging areas must be included at the contract JOB price for "CLEARING AND GRUBBING". This includes but is not limited to: providing all labor and equipment to remove bushes and debris along bike trail slope, tree stumps, and adding material as indicated on the plan to fill holes created by the tree stump or wooden posts removal.

1.1.6 SUBDRAIN CLEANOUTS (CLIN 0020)

1.1.6.1 Measurement and Payment

SUBDRAIN CLEANOUTS to be paid for must include two cleanouts completed with surface enclosures constructed in the accepted work. Subdrain cleanouts installed and accepted must be paid for at the respective contract JOB price in the bid schedule for the bid item "SUBDRAIN CLEANOUTS". This JOB price must include the cost of materials, equipment, installation, testing, and other costs associated with the placement of the SUBDRAIN CLEANOUTS in accordance with the contract drawings and Section 33 46 16 of the specifications.

01 22 00 - 5

1.1.7 PIPE GATES (CLIN 0024)

1.1.7.1 Measurement

PIPE GATES must be measured for payment by three(3) PIPE GATES and associated bollards installed per the Plans and section 32 31 24 of the Specifications.

1.1.7.2 Payment

Payment will be made for PIPE GATES as shown on the Plans at the contract JOB price for "PIPE GATES". Payment must constitute full compensation for furnishing all supplies, signage on gate, labor, equipment, reflective attachments, and material, and performing all operations necessary for installing each PIPE GATE and associated bollards, and removal of existing pipe gates to be salvaged and delivered to where indicated on the drawing.

1.1.8 PAVEMENT MARKING ON BIKE TRAIL (CLIN 0026)

1.1.8.1 Measurement and Payment

Measurement and payment for marking paint, and for furnishing all labor, materials, tools, equipment, appliance, clean up, and all work involved in marking pavements. Any markings which are placed incorrectly must be removed completely and replaced at no cost to the government.

1.1.9 STORM WATER POLLUTION PREVENTION PLAN (SWPPP), DESIGN, DEVELOPMENT,

AND IMPLEMENTATION (CLIN 0027)

1.1.9.1 Measurement and Payment

Measurement and payment for all work covered by this section of the specifications will be made at the contract JOB price for item "STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) DESIGN, DEVELOPMENT AND IMPLEMENTATION";

which payment must constitute full compensation for all work covered by Section 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL of the specifications and as shown on the drawings.

1.1.10 PRE- AND POST- PROJECT SURVEYS (CLIN 0028)

1.1.10.1 Measurement and Payment

Measurement and payment for PRE- AND POST- PROJECT SURVEYS will be made at the contract JOB price for "PRE- AND POST- PROJECT SURVEYS." Payment will be made for all costs associated with PRE- AND POST- PROJECT SURVEYS as defined in Section 01 00 00 GENERAL REQUIREMENTS, as shown in the plans, and as directed by the Contracting Officer.

1.1.11 TEMPORARY TRAFFIC CONTROL (CLIN 0029)

1.1.11.1 Payment

Payment will be made for costs associated with the design, implementation, and maintenance of a traffic control plan as provided for in Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES of the specifications, and as specified by the Contracting Officer. Costs must include full compensation for maintenance and replacement of signs, design and approval of the traffic control plans, temporary striping and all appurtenances. Payment

01 22 00 - 6 also includes full compensation for all costs associated with daily/nightly removal and replacement of the temporary roadway plate system and k-rail barricades, as required for construction.

1.1.11.2 Unit of Measure

Unit of measure: Job.

1.1.12 LEVELING AT STAGING AREA 2 (CLIN 0038)

1.1.12.1 Payment

Payment will be made for all costs including any leveling work associated with the LEVELING AT STAGING AREA 2 in accordance with Section 31 00 00, PART 3.4 STOCKPILE SITES. The bid price must include all associated costs for labor, equipment, all materials, all quality control and Surveys.

1.1.12.2 Unit of Measure

Unit of measure: Job.

1.1.13 SURFACE DEFORMATION MONITORING (CLIN 0033)

1.1.13.1 Payment

Payment will be made at the contract JOB price for item "DEFORMATION MONITORING" for all costs associated with deformation monitoring as defined in Section 01 00 00 GENERAL REQUIREMENTS, shown in the plans, and as directed by the Contracting Officer.

1.1.13.2 Unit of Measure

Unit of measure: Job.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed must constitute 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 each of the unit price items.

1.2.1 STRIPPING (CLIN 0006)

1.2.1.1 Measurement

The unit of measurement for STRIPPING will be the square yard. Computed by survey measurements taken after stripping when the material is acceptably disposed of as herein specified. The measurement will not include the area of embankment or foundation material excavated beyond the stripping depth, and limits and will not include the area excavated without authorization or the area of any material used for purposes other than directed. The measurement will not include the area of any excavation performed prior to the taking of elevations and measurements of the undisturbed grade.

01 22 00 - 7

1.2.1.2 Payment

Payment for STRIPPING, measured as specified, will be paid for at the contract unit price for item "STRIPPING". This price must constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the work as specified in Section 31 00 00 of the Specifications, and as shown on the plans. Such price must also include all costs associated with dust control of stripped materials, loading, unloading, transportation and offsite disposal in accordance with all State and Local requirements.

1.2.1.3 Unit of Measure

Unit of Measure: Square Yard.

1.2.2 AC/AB DEMOLITION (CLIN 0007)

1.2.2.1 Measurement

AC/AB DEMOLITION will be measured for payment by use of the cubic yard.

Computed by the average end area method from cross sections taken before removal of asphalt concrete and/or cement concrete pavements and associated base material, and after the removal of asphalt concrete and/or cement concretee pavements and associated base material. The measurement will not include the volume of soil material or subgrade material below the aggregate base material. The measurement will not include the volume of any removal of material performed prior to the taking survey measurement of the the undisturbed pavement.

This demolition area includes but is not limited to: removing AC/AB on the top of levee, and bike trailas shown on the plan.

1.2.2.2 Payment

Payment will be made for AC/AB DEMOLITION at the contract unit cubic yard price for "AC/AB DEMOLITION", which includes full compensation for all equipment, labor, transportation, materials, saw cutting, hauling demolition materials to off-site locations, dewatering, waste, disposal, and incidentals necessary to complete the work specified in Section 02 41 00 of the specifications, and as shown on the drawings.

1.2.2.3 Unit of Measure

Unit of Measure: Cubic Yard.

1.2.3 STONE REVETMENT/CONCRETE RUBBLE REMOVAL AND DISPOSAL (CLIN 0008)

1.2.3.1 Measurement

Stone revetment and concrete rubble to be measured for removal shall be free of soil and surface water. The unit of measurement will be by ton.

Tonnage will be determined by scale weight measurement. Scales used for measurement must be public scales.