A07.01-Atch_03_Technical_Specifications.pdf

ARCF Natomas Reach I Contract 1 1793

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 02 00 SUBSURFACE DATA

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 32 13 CUTOFF WALL VERIFICATION CORING,DRILLING,SAMPLING, AND

TESTING

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 52 01 CONTROLLED LOW STRENGTH MATERIAL (CLSM)

DIVISION 10 - SPECIALTIES

10 14 01 SIGNAGE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING, GRUBBING, AND STRIPPING

31 56 13 SLAG CEMENT-CEMENT-BENTONITE (SCCB) CUTOFF WALL - OPEN

TRENCH

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 12 17 BITUMINOUS COURSE (CENTRAL-PLANT HOT MIX)

32 17 24 PAVEMENT MARKINGS

32 31 13 FENCES AND GATES

32 92 33 GRASS SEEDING AND EROSION CONTROL

DIVISION 33 - UTILITIES

33 11 00 STORM DRAINAGE, IRRIGATION, AND SANITARY SEWER;

PRESSURIZED

33 24 13 GROUNDWATER MONITORING WELLS

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PROJECT TABLE OF CONTENTS Page 1

6 June 2018

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

CONTRACTS

1.3 SUBMITTALS

1.4 SCRAP MATERIAL

1.5 UTILITIES

1.6 GENERAL SAFETY REQUIREMENTS

1.6.1 General

1.6.2 The Contractor's Superintendent

1.6.3 Violations

1.6.4 Fire Prevention

1.6.5 Recordkeeping/Reporting Requirements

1.6.6 Accident Reporting

1.7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.8 PLANNED STREET CLOSURES

1.8.1 Transportation Mitigation

1.9 EQUIPMENT DATA FORM

1.10 SPECIAL CONSTRUCTION PROCEDURES

1.11 PARTNERING

1.11.1 Formal Partnering

1.12 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

1.13 COMMERCIAL BORROW SITE

1.14 COMMERCIAL DISPOSAL SITE

1.15 HAUL ROUTE PLAN

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

1.17 PROJECT SECURITY AND PUBLIC SAFETY

1.18 BID ITEM OVERRUN

1.19 NON CONTRACT WORK

1.20 WARRANTY OF CONSTRUCTION

1.21 PAYMENT

1.22 PROJECT SURVEYS

1.22.1 Survey Services

1.22.2 Survey Supervision and Scheduling

1.22.3 Field Survey Book(s)

1.23 PRECONSTRUCTION VIDEO AND PHOTOGRAPH SURVEY

1.24 Post-Construction Video and Photograph Survey

1.25 FINAL EXAMINATION AND ACCEPTANCE

1.26 ENVIRONMENTAL LITIGATION

1.27 AFTER AWARD DOCUMENTS (Contractor Prepared)

PART 2 PRODUCTS

PART 3 EXECUTION

01 00 00 - 1

-- End of Section Table of Contents --

01 00 00 - 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 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

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

U.S. CODE

USC Title 29 Title 29 Labor

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR Part 1926 Part 1926 Safety and Health Regulations for Construction

1.2 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:

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

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

01 00 00 - 3

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

1.3 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. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utilities Survey; G

Haul Route Plan; G

Preconstruction Project Survey

Preconstruction Video and Photograph Survey; G

Disposal Plan; G

Preconstruction Quantity Survey Plan; G

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

Preconstruction Access Road Survey; G

Traffic Control Plan; G

Borrow Source Plan; G

Hard Copy Drawings

SD-11 Closeout Submittals

Accident Reporting

Documentation of Haul Road Repairs; G

Post-Construction Video and Photograph Survey; G

Post-Construction Project Survey

Post-Construction Project Survey Plan

01 00 00 - 4

Field Survey Book(s)

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

All scrap, solid waste, or hazardous materials generated by the Contractor in performance of the work shall be disposed of and removed, in accordance with applicable laws and regulations at Contractor's expense, unless otherwise specified in the contract.

1.5 UTILITIES

If the Contractor encounters, within the construction limits of the entire project, utilities not shown on the plans and not visible as to the date of this contract and such utilities will interfere with construction operations, Contractor shall immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation. The Contractor shall 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. Care shall be taken to preserve and protect any such improvements from injury or damage during construction operations. The Contractor shall 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 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.

Contractor shall 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. Contractor shall 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. Contractor shall also complete a Utilities Survey.

1.6 GENERAL SAFETY REQUIREMENTS

1.6.1 General

EM 385-1-1, USC Title 29, 29 CFR Part 1926, as revised from time to time, Title 29, Part 1910, as revised from time to time, and the Occupational Safety and Health Administration (OSHA) codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.6.2 The Contractor's Superintendent

The Contractor's superintendent shall 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.

Superintendent must be able to demonstrate 5 years of experience on

01 00 00 - 5 projects of similar size and complexity and must have no other duties.

1.6.3 Violations

If recurring violations and/or a gross violation indicate that the safety performance is unsatisfactory, corrective action shall 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. If safety violations are recurring or there is a gross violation, the Contracting Officer has the authority to shut down all construction activities until the safety issue is resolved or corrected. Any lost time or impact will be the responsibility of the Contractor.

1.6.4 Fire Prevention

Fire prevention shall be performed in compliance with EM 385-1-1 and require fire watch after activities which may cause a fire are completed.

Cutting or welding, if required, will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles shall be located at least 40 feet horizontally from the work site. Where such location is impracticable, combustibles shall be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Other fire prevention precautions shall be in accordance with the latest National Fire Codes.

1.6.5 Recordkeeping/Reporting Requirements

On all contract operations, the Contractor shall be responsible for recording and reporting all accident exposure and experience incident work (this includes exposure and experience of the Contractor and his subcontractors). As a minimum these records shall 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.

1.6.6 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, the Contractor shall submit to the Contracting Officer at the 100% 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 shall include all subcontractors. The report shall be certified as "correct and true" by the Contractor's and the subcontractors' compensation insurance carrier.

1.7 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 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.

01 00 00 - 6

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 Contractor Quality Control (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)

1.8 PLANNED STREET CLOSURES

(A) Street, Driveway, Sidewalk, or Parking Lot Access Closure:

The Contractor shall obtain approval in writing from the Contracting Officer before requesting permission for closing any street, driveway, sidewalk, or parking lot access. The request for closure shall be submitted in writing to the local jurisdiction as required and submit copies to the Contracting Officer seven (7) working days prior to planned closing and shall include the section to be closed and length of time of closure.

The contractor is responsible for furnishing and placement of portable changeable message sign (PCMS) displaying the message 'ROAD CLOSED' with closure duration times a minimum of 14 calendar days in advance of street closures. A minimum of one PCMS shall be located along each approaching street leading to the closure site. PCMS shall be placed outside of the traveled way at a location approved by the Engineer.

All street closures shall be of as short a duration as possible and shall be scheduled as far in advance as possible with the Contracting Officer. The Contractor shall 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. The Contractor shall 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, Construction Quality Control Representative, and the representative from local agency approving closure.

1.8.1 Transportation Mitigation

A Preconstruction Access Road Survey and a Traffic Control Plan shall be submitted to the Contracting Officer. The Preconstruction Access Road

01 00 00 - 7

Survey shall fully document the condition of all access roads to be used.

The Contractor shall coordinate all road closures and mitigation with the Contracting Officer, City of Sacramento, County of Sacramento, Caltrans and other responsible agencies. The following measures shall be implemented to reduce the adverse affects on traffic and circulation:

- Construction zones along residential roadways shall be posted to notify approaching motorists of trucks entering and exiting roadside construction sites and to reduce speeds through the construction zone.

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

- Before and during construction, signs shall be posted for rerouted routes for motorists and bicyclist.

- Access shall be provided for emergency vehicles at all times

- All speed limits, traffic laws, and transportation regulations shall be obeyed during construction.

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

- On-street parking for construction workers shall be prohibited.

- Off-street parking shall be identified and provided to the construction workers and their vehicles and trucks. If possible, parking would be close enough to walk to the site.

- Contractor shall work with the Contracting Officer to coordinate temporary signal timing modifications with the City of Sacramento by contacting Ryan Billeci (rbilleci@cityofSacramento.org, 916-808-5913) a minimum of 14 calendar days in advance of implementing proposed Traffic Handling and Traffic Detour plans.

1.9 EQUIPMENT DATA FORM

The Contractor shall furnish SPK Form 450 for all necessary equipment to perform work requiring adjustment of contract price and shall submit these forms with the modification proposals.

1.10 SPECIAL CONSTRUCTION PROCEDURES

(A) Construction coordination:

Construction coordination through the Contracting Officer will be required to reduce delays and conflicts with projects currently under construction and other future projects. Construction coordination shall be required throughout the life of this contract. The Contractor shall modify his scheduled sequence of work as required to avoid construction conflicts with ongoing construction contracts within his limits of work. Such modifications will be made monthly in a schedule review conference to be held with the Contracting Officer's Representative.

(B) Outage affecting existing facilities:

01 00 00 - 8

Outage affecting any existing facilities or operations will be limited and must be planned, requested and submitted to the Contracting Officer not later than the 10th of each month prior to the month during which the outage is to occur. Only approved outages will be permitted.

The Contractor shall be provided with space for temporary storage of the new equipment within the job site facility, or other assigned location, in order to cut down on the installation time and possible outage time requirements.

(C) Recreation/Community Mitigation

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

- Prior to construction, the Contractor shall assist 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, the Contractor shall assist the Contracting Officer as necessary in the coordination with local bike groups and alternative bike routes as the bike path shall remain open during construction.

- Before and during construction, the Contractor shall 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, flaggers shall be stationed to slow or stop approaching vehicles, bicyclists, and pedestrians to avoid conflicts with construction vehicles or equipment and to maintain public safety.

- The Contractor shall remove and replace the damaged sections of bike trails used for construction access. The existing bike trail with, alignment and profile shall be maintained. Centerline striping shall be included in the bike trail replacement.

(D) Blanket Drain Construction

Contractor must schedule to complete the blanket drain, waterline relocations, and bike path connector relocation prior to October 31, 2018.

Contractor must provide all submittals required for mobilization and competion of the blanket drain, waterline relocations, and bike path connector relocation within 14 calendar days of NTP. Contractor must be allowed to request a variation to provide plans applicable only to the work to be constructed that season. The scope and complexity of these plans shall be relative to the work to be completed. The Government will provide expedited review (14 calendar days) for all submittals related to the 2018 construction season. Contractor must addresss and resubmit all disapproved submittals related to the 2018 construction season within 7 calendar days after receiving comments. Contractor must make revisions to the submittal register to provide for the submission of all required plans prior to each construction season.

01 00 00 - 9

1.11 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.11.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.12 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

The Government may retain the services of an A/E to increase the level of confidence that the construction Contractor has complied with the requirements of the construction contract. The A/E's role in observing, monitoring or inspecting the activities of the construction Contractor is not intended in any way to require the A/E to assume any responsibility for the construction methods, means, techniques or procedures, including any health or safety requirements, be subjected to nonmeritorious litigation

01 00 00 - 10 relating to site accidents or other circumstances associated with the construction Contractor's activities. The A/E shall be named as an additional insured on all comprehensive general liability insurance policies carried by the construction Contractor.

1.13 COMMERCIAL BORROW SITE

It shall be the Contractor's responsibility to locate a reliable commercial borrow site, and secure borrow material as needed for the Project. Borrow site and material shall be in compliance with the requirements defined in the Contract Documents. The borrow site shall be located within 6 miles of the project site; the borrow site may be further as long as total air quality requirements are met in any condition. Borrow site and activities associated with removal of borrow material shall be in compliance with all applicable local, state, and federal regulations.

Prior to beginning construction work the Contractor shall submit a Borrow Source Plan to the Contracting Officer. The Borrow Source Plan shall include the location of borrow site(s), as well as copies of borrow site current and applicable Federal, State and Local permits. The Contractor shall be responsible for determining and providing 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 shall be prepared and submitted at no additional cost to the Government.

1.14 COMMERCIAL DISPOSAL SITE

It shall be the Contractor's responsibility to locate a reliable commercial disposal site, and secure a disposal site as needed for the Project. The disposal site shall be in compliance with the requirements defined in the plans, specifications, and Contract Documents. Disposal site shall be located within 6 miles of the project site; the disposal site may be further as long as total air quality requirements are met in any condition.

Disposal site and disposal activities shall be in compliance with all applicable local, state, and federal regulations. Suitable Soil per section 31 00 00 from Cutoff Wall excavation shall be placed at the disposal sites identified in the Plans and Specifications.

Prior to beginning construction work the Contractor shall submit a Disposal Plan to the Contracting Officer. The Disposal Plan shall include location of disposal site(s), as well as copies of disposal site current and applicable Federal, State and local permits. The Contractor shall be responsible for determining and providing 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 shall be prepared and submitted at no additional cost to the Government.

1.15 HAUL ROUTE PLAN

The Contractor shall submit a Haul Route Plan prior to beginning work.

This plan shall include offices, material storage areas and structures and the access routes to these areas. Haul routes from the sites to major highways shall 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) shall be shown.

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

01 00 00 - 11

Work for sections such as Demolition, Grading, Tree Removal and other sections with excavations shall be coordinated with this plan.

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

The Contractor shall video and photograph all public roads to be used for hauling prior to beginning construction. A copy of the video and photographs shall be submitted to the Contracting Officer prior to beginning construction. The Contractor shall 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, the Contractor shall restore to pre-project conditions all such roads as directed by the Contracting Officer at no additional cost to the Government in accordance with the local permits obtained. Repairs shall include replacement of base rock and/or surface treatment as required

Repairs shall be documented with a thorough description of repair made, location, and photographs. Documentation of haul road repairs shall be submitted to the Contracting Officer following repair.

1.17 PROJECT SECURITY AND PUBLIC SAFETY

The Contractor shall require all visitors to abide by all construction site safety requirements. The Contractor shall notify the Contracting Officer 48 hours before the commencement of any physical activities on the site.

1.18 BID ITEM OVERRUN

Throughout the contract, (at a minimum, every 5 calendar days) the Contractor shall be responsible to monitor 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, the Contractor shall immediately provide written notification to the Contracting Officer with revised total estimated quantities.

1.19 NON CONTRACT WORK

The Contractor and/or his subcontractors shall 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.

1.20 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 shall 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 shall have the work performed by others, and after completion of the work, 01 00 00 - 12 shall 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 shall be one year from the date of acceptance of the project by the government. Warranty repair work 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 (2) above.

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.

1.21 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.

1.22 PROJECT SURVEYS

Contractor shall perform both a preconstruction project surveyand post-construction project survey, which includes a top of levee survey every 25' between stations 0+00 and 115+00. Surveys shall 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, adjacent public and private access roads and all other surface features. Immediately following surveys the record of survey shall be submitted to the Contracting Officer. Surveys shall be in compliance with procedures, methods, and requirements defined in DM 4-805-10 Survey Manual. Contractor shall submit both detailed topographic and profile information for pre and post levee survey by a licensed and certified surveyor in the State of California, in addition to a post-construction project survey plan. All surveys shall be stamped and signed by the surveyor.

1.22.1 Survey Services

All survey services shall be performed by qualified personnel licensed in California for such work, in accordance with Survey Manual DM 4-805-10, dated December 1991, Survey Mapping, 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. It is the Contractor's responsibility to replace and document, in compliance with State Code, any State or Local Monuments that are disturbed, modified or removed as part of contractor's construction operation. The cost for replacing control points or monuments and filing of record documents shall be paid for by the contractor. Project closeout does not relieve the contractor of responsibilities for monument replacement in compliance with

01 00 00 - 13

State code when disturbance can be traced to Project construction.

1.22.2 Survey Supervision and Scheduling

The Contractor shall submit to the Contracting Officer a proposed preconstruction quantity survey plan. All survey services shall 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, the Contractor shall advise the Contracting Officer in writing the name and license number of the person who will perform the required surveys. Field notes shall be kept in accordance with the applicable DM referred above. The accuracy of the survey shall be third order or better.

1.22.3 Field Survey Book(s)

All surveys performed as part of this project shall be recorded in a field book and submitted to the Contracting Officer upon completion of the project.

1.23 PRECONSTRUCTION VIDEO AND PHOTOGRAPH SURVEY

A preconstruction video and photograph survey shall be submitted by the Contractor to include video and photographs of the project site and of all haul roads, access roads, 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 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.

1.24 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 preconstruction video and photographs were taken. Two copies of the survey, the video, and the photographs shall be furnished to the Contracting Officer.

1.25 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 shall not change the time of payment of the retained percentages of the whole or any part of the work.

1.26 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, shall

01 00 00 - 14 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 shall be considered as if ordered by the Contracting Officer in the administration of this contract. The period of such suspension, delay or interruption shall be considered unreasonable, and an adjustment shall 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.

1.27 AFTER AWARD DOCUMENTS (Contractor Prepared)

a. After AWARD the Government will provide, without charge one copy of the AWARD CD with drawings and specifications, which shall include PDF drawing files, PDF specification files, downloadable submittal register program, and original solicitation drawings and specifications plus all Amendments.

b. Contractor shall reproduce five hard copy sets from AWARD CD. The hard copy drawings shall be ANSI D (22" x 34"), and the specifications shall be standard 8-1/2" x 11", 3-hole punched. Provide these documents within 5 work days of the receipt of the AWARD CD from the Government.

c. See the following clause in Section 00700 for additional information:

DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

01 00 00 - 15

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.2 EXISTING FACILITIES

1.3 LOCATION OF UNDERGROUND FACILITIES

1.3.1 Notification Prior to Excavation

1.4 LOCATION OF OVERHEAD ELECTRICAL FACILITIES

1.5 SUGGESTED SEQUENCE OF WORK

PART 2 PRODUCTS

PART 3 EXECUTION

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Reach I Contract 1 extends along the Garden Highway from Gateway Oaks Drive (Station 0+00) to approximately Northgate Boulevard (Station 115+00). Levee Improvements will include a Slag cement-cement-bentonite (SCCB) cutoff wall, drainage blanket, and utility relocations.It is expected that the Contractor must complete the blanket drain, waterline relocations, and bike path connector relocation prior to October 31, 2018. All other Contract work must be completed during the subsequent 2019 construction season.

The levee is between 9 and 24 feet tall. Crown elevations vary between approximately 39 and 43 feet (NAVD 88). Landside toe elevations range from approximately 19 to 36 feet. The landside slope ranges between approximately 1.1 horizontal to 1 vertical (1.1H:1V) and 3.6H:1V.

A new slag-cement-cement-bentonite cutoff wall will be placed through Garden Highway and the bike trail from Station 10+41 (Control Line B) to Station 113+00 (Control Line A) and will overlap the existing cement-bentonite (CB) cutoff wall by 50-feet from Station 10+41 (Control Line B) to Station 10+91 (Control Line B). Suitable soil from the excavation of the cutoff wall will be used to construct the Reach 19A seepage berm and Stockpile B. If additional suitable soil remains after construction of the Reach 19A seepage berm, the soil will be placed at the Hewitt stockpile location. There will be a gap between Station 27+00 and 30+10 underneath Interstate 5 (I-5).

Slope flattening and a blanket drain will be constructed along the landside levee slope beneath and adjacent to the I-5 Bridge, near stations 25+00 and 32+00 (Control Line B). The blanket will have a uniform thickness of two feet perpendicular to the slope and will extend to elevation 33.5 within the levee.

Access to the construction site will be from Garden Highway and will require temporary, partial and full shutdown of Garden Highway. Staging area include a portion of Discovery Park as shown on the Drawings.

1.2 EXISTING FACILITIES

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

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

b. Repair or replace portions of existing facilities which have been altered or damaged during construction operations to match existing or adjoining facilities, as approved by the Contracting

01 11 00 - 2

Officer. At the completion of operations, existing facilities shall be in a condition equal to or better than that which existed before new work started all at Contractor's sole expense.

1.3 LOCATION OF UNDERGROUND FACILITIES

Contractor will be responsible for contacting and coordinating the utility providers 10 days prior to the start of construction. Standard potholing hand dig method would be used to locate the deep utilities in order to avoid damage to the pipes during construction.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contact Underground Service Alert at 800-642-2444 48 hours prior to excavating. Contractor is responsible for marking and preserving all utilities not marked by Underground Service Alert.

Contractor shall also renew as needed and keep active the USA ticket throughout the life of the construction contract.

1.4 LOCATION OF OVERHEAD ELECTRICAL FACILITIES

Contractor shall be responsible for contracting and coordinating with utility providers 10 days prior to start of construction. Contractor shall take extra caution while working under these power lines.

1.5 SUGGESTED SEQUENCE OF WORK

Sequencing of some of the work is required per the Supplemental Conditions.

1) A Slurry Spill Prevention Plan shall be submitted 30 days prior to commencement of construction activities.

2) A Traffic Control Plan shall be approved and installed prior to the start of any construction related to the cutoff wall work.

3) Drainage blanket construction shall occur after the cutoff wall and bike path have been constructed between Stations 2+51 and 39+50 (Control Line A). This allows the bike/pedestrian traffic to be moved back to the bike path and the East bound lane on Garden Highway previously used for bike/pedestrian traffic free to be used for drainage blanket construction.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

01 11 00 - 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Mobilization and Demobilization (Blanket Drain)

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Traffic Control and Signage

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 SWPPP Design and Implementation

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 CalTrans SWDR Development

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Stump and Root Ball Removal

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Stripping

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Remove and Replace Traffic Light Posts and Electrical

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Remove Existing Concrete Slope Paving under I-5

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 Residential Access

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.11 Bike Path Connector

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 Concrete Slope Paving under I-5

1.1.12.1 Measurement and Payment

1.1.12.2 Unit of Measure

1.1.13 Sump 58 - Demo Existing Landside Vault

1.1.13.1 Measurement and Payment

1.1.13.2 Unit of Measure

1.1.14 Sump 58 - Remove Existing Pipelines

1.1.14.1 Measurement and Payment

1.1.14.2 Unit of Measure

1.1.15 Sump 58 - Waterside Vault with Positive Closure and Siphon

01 22 00 - 1

Breaker

1.1.15.1 Measurement and Payment

1.1.15.2 Unit of Measure

1.1.16 Striping

1.1.16.1 Payment

1.1.16.2 Unit of Measure

1.1.17 Erosion Control Seeding (Site)

1.1.17.1 Payment

1.1.17.2 Measurement

1.1.17.3 Unit of Measure

1.1.18 City of Sacramento Encroachment Permit

1.1.18.1 Payment

1.1.18.2 Measurement

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Sawcut Existing Pavement Material

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Remove Existing Pavement Material

1.2.2.1 Measurement

1.2.2.2 Payment

1.2.2.3 Unit of Measure

1.2.3 Remove and Dispose 4-inch Sewer Force Main

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Remove and Dispose Post and Cable Fence

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Remove and Dispose Chain Link Fence

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Expose 12" Water Main for Removal

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Remove 24" Water Main

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Remove Guardrail

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Remove 6" PVC Storm Drain

1.2.9.1 Measurement and Payment

1.2.9.2 Unit of Measure

1.2.10 Remove Telephone Cable

1.2.10.1 Measurement and Payment

1.2.10.2 Unit of Measure

1.2.11 Remove Abandoned Pipe

1.2.11.1 Measurement and Payment

1.2.11.2 Unit of Measure

1.2.12 Excavation

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

01 22 00 - 2

1.2.13 SCCB Cutoff Wall

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Controlled Low Strength Material (CLSM)

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Soil Type 1 Fill

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Blanket Drain

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 Class 2 Aggregate Base

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 Hot Mix Asphalt Paving

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 Cold Plane Asphalt Concrete

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 Concrete Swale

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

1.2.21 Reconstruct Median

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 4-inch Sewer Force Main

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 12-inch Water Main

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 24-inch Water Main

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.24.3 Unit of Measure

1.2.25 12-inch HDPE Pipe

1.2.25.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.26 New Post and Cable Fence

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

1.2.27 New Guardrail

1.2.27.1 Payment

1.2.27.2 Measurement

01 22 00 - 3

1.2.27.3 Unit of Measure

1.2.28 New Chain Link Fence

1.2.28.1 Payment

1.2.28.2 Measurement

1.2.28.3 Unit of Measure

1.2.29 Sump 58 - Install 12" WSP

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.29.3 Unit of Measure

1.2.30 Sump 58 - Install 20" WSP

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.30.3 Unit of Measure

1.2.31 Construction Standby

1.2.31.1 Payment

1.2.31.2 Measurement

1.2.31.3 Unit of Measure

1.2.32 Onsite Remobilization

1.2.32.1 Payment

1.2.32.2 Measurement

1.2.32.3 Unit of Measure

1.2.33 Cutoff Wall Coring and Testing

1.2.33.1 Payment

1.2.33.2 Measurement

1.2.33.3 Unit of Measure

1.2.34 Reach 19A Berm

1.2.34.1 Payment

1.2.34.2 Measurement

1.2.34.3 Unit of Measure

1.2.35 Monitoring Well Construction

1.2.35.1 Payment

1.2.35.2 Measurement

1.2.35.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PRODECURES

3.1.1 Required Procedure

3.1.2 Required Documents

01 22 00 - 4

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SINGLE 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, 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.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Measurement and payment for mobilization, demobilization, staging areas, temporary construction facilities, and for all other work covered by the Project Specifications, as defined in Section 01 71 10 MOBILIZATION AND DEMOBILIZATION, shall be made at the Contract job price for item "MOBILIZATION AND DEMOBILIZATION"; which payment shall constitute full compensation for all the Work involved in mobilization and demobilization as shown or specified in the Contract documents, and directed by the Contracting Officer. Mobilization and Demobilization shall be cost loaded 40 percent mobilization and 60 percent demobilization. Final As-Built Drawings shall be cost loaded one half of one percent of the awarded contract as a portion of the demobilization amount.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Mobilization and Demobilization (Blanket Drain)

1.1.2.1 Payment

Payment will be made for the cost of mobilization and demobilization for completion of the blanket drain, relocation of the 12-inch and 24-inch waterlines, construction of the bike path connector, traffic control and bike path detour, and other appurtenant features associated with completing this work.