Attachment_04_Technical_Specifications.pdf

ARCF Natomas Reach H 2068

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 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

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 42 13 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 52 01 CONTROLLED LOW STRENGTH MATERIAL (CLSM)

DIVISION 05 - METALS

05 05 23 WELDING

05 12 00 STRUCTURAL STEEL

DIVISION 10 - SPECIALTIES

10 14 01 SIGNAGE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 21 GEOGRID

31 11 00 CLEARING, GRUBBING, AND STRIPPING

31 23 00 BORROW SITE EXCAVATION

31 23 23 FILL

31 25 13 EROSION CONTROL SEEDING

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

TRENCH

31 56 14 SOIL-BENTONITE (SB) CUTOFF WALL - OPEN TRENCH

31 56 15 SOIL BENTONITE (SB) CUTOFF WALL - VERTICAL CHAIN

TRENCHING (VCT) METHOD

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 1

32 11 23 AGGREGATE BASE COURSE

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

32 13 13 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 43 PERVIOUS CONCRETE

32 15 00 AGGREGATE SURFACE COURSE

32 17 24 PAVEMENT MARKINGS

32 31 13 FENCES AND GATES

32 93 00 PLANTING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 24 13 GROUNDWATER MONITORING WELLS

33 26 00 RELIEF WELLS

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

03/04

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCRAP MATERIAL

1.4 UTILITIES

1.5 GENERAL SAFETY REQUIREMENTS

1.5.1 General

1.5.2 The Contractor's Superintendent

1.5.3 Violations

1.5.4 Fire Prevention

1.5.5 Recordkeeping/Reporting Requirements

1.5.6 Accident Reporting

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.7 PLANNED STREET CLOSURES

1.7.1 Transportation Mitigation

1.8 EQUIPMENT DATA FORM

1.9 SPECIAL CONSTRUCTION PROCEDURES

1.10 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

1.11 COMMERCIAL DISPOSAL SITE

1.12 HAUL ROUTE PLAN

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

1.14 PROJECT SECURITY AND PUBLIC SAFETY

1.15 BID ITEM OVERRUN

1.16 NON CONTRACT WORK

1.17 WARRANTY OF CONSTRUCTION

1.18 PAYMENT

1.19 PROJECT SURVEYS

1.19.1 Survey Services

1.19.2 Survey Supervision and Scheduling

1.19.3 Field Survey Book(s)

1.20 Pre-Construction Video and Photograph Survey

1.21 Post-Construction Video and Photograph Survey

1.22 FINAL EXAMINATION AND ACCEPTANCE

1.23 ENVIRONMENTAL LITIGATION

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 - 1

SECTION 01 00 00

GENERAL REQUIREMENTS

03/04

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

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

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 1926 Safety and Health Regulations for Construction

U.S. CODE

USC Title 29 Title 29 Labor

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Utilities; G

Haul Route Plan; G

Preconstruction Access Road Survey

Pre-Construction Video and Photograph Survey of the access roads and project site; G

Video and photographs of project site

01 00 00 - 2

Disposal Plan; G

Documentation of haul road repairs; G

Preconstruction Quality Surveys; G

Video and Photographs of all project adjacent public, private, project access and haul roads.

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

Traffic Control Plan; G

The Plan shall be prepared in accordance with these specifications.

Preconstruction Quality Survey Plan; G

SD-06 Test Reports

Accident Reporting

SD-11 Closeout Submittals

Video Tape and Photographs of Access Roads and Project Site

Documentation of Haul Road Repairs; G

Post-Construction Video and Photograph Survey

Post-Construction Quality Surveys

Post-Construction Quality Survey Plan

Video and photographs of all project adjacent public, private, project access and haul roads.

Field Survey Book(s)

1.3 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.

1.4 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. 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

01 00 00 - 3 improvements. Care shall be taken to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through 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 14 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.

1.5 GENERAL SAFETY REQUIREMENTS

1.5.1 General

EM 385-1-1, USC Title 29, 29 CFR 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.

1.5.2 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.

1.5.3 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.

1.5.4 Fire Prevention

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.

1.5.5 Recordkeeping/Reporting Requirements

On all contract operations, 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.

01 00 00 - 4

1.5.6 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, 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.

1.6 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.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE: CALIFORNIA INSTALLATION/NOAA: SACRAMENTO

STATION

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

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

Upon execution of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily 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)

1.7 PLANNED STREET CLOSURES

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.

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

01 00 00 - 5 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.

1.7.1 Transportation Mitigation

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, electronic 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.

A Preconstruction Access Road Survey and a Traffic Control Plan shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.8 EQUIPMENT DATA FORM

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.

1.9 SPECIAL CONSTRUCTION PROCEDURES

(C) Recreation/Community Mitigation

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

- Prior to construction, assist with the Contracting Officer in providing public outreach through mailings, posting signs, coordination with

01 00 00 - 6 interested groups, and meetings to provide information regarding changes to recreation use and access.

- Prior to construction, assist 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, 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.

- Remove and replace the damaged sections of bike trails required to construct the work or 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.

1.10 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 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.

1.11 COMMERCIAL DISPOSAL SITE

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.

Prior to beginning construction work 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. 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.

1.12 HAUL ROUTE PLAN

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

01 00 00 - 7 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.

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

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

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.

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 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.

1.14 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.

1.15 BID ITEM OVERRUN

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

1.16 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.

1.17 WARRANTY OF CONSTRUCTION

Performance Bond:

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

b. 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

01 00 00 - 8 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, 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.

c. 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 b 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.

1.18 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.

1.19 PROJECT SURVEYS

Contractor shall perform both a pre-construction and post-construction top of levee survey every 25' between stations 0+00 and 239+50. Surveys shall 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 a record of the 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. All surveys shall be stamped and signed by the surveyor.

1.19.1 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

01 00 00 - 9 be paid for by the contractor. Project closeout does not relieve the contractor of responsibilities for monument replacement in compliance with State code when disturbance can be traced to Project construction.

1.19.2 Survey Supervision and Scheduling

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, 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.

1.19.3 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.

1.20 Pre-Construction Video and Photograph Survey

A pre-construction survey including video and photographs shall be accomplished by the Contractor of all public, private, and project access or right-of-way roads. Two copies of the survey, the video, and the photographs shall be furnished to the Contracting Officer before the start of construction operations. Video shall be digital format. Photographs shall be 75 x 125 mm (3x5 inch) prints from 35 mm film or digital camera on a CD.

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

01 33 00 SUBMITTAL PROCEDURES.

1.21 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 pre-construction video and photographs were taken. Two copies of the survey, the video, and the photographs shall be furnished to the Contracting Officer.

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

1.22 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

01 00 00 - 10 the time of payment of the retained percentages of the whole or any part of the work.

1.23 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 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.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide hard copy sets from the CAD contract drawings and specifications.

Provide these documents within 5 work days. The hard copy drawings must be one ANSI D (22" x 34") and four ANSI B (11" x 17"), and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

-- End of Section --

01 00 00 - 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

1.3.1 Notification Prior to Excavation

1.4 LOCATION OF OVERHEAD ELECTRICAL FACILITIES

PART 2 PRODUCTS

PART 3 EXECUTION

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Reach H extends from the intersection of the Arden-Garden Connector and Northgate Blvd. (Station 0+00) to 100 feet north of the Natomas East Main Drainage Canal (NEMDC) Stormwater Pumping Station (Station 238+00), a distance of 23,800 feet. Levee Improvements will include a soil bentonite (SB) cutoff wall, a slag-cement portland-cement bentonite (SCCB) cutoff wall, landside stability berm, landside seepage berm, landside levee patrol road, erosion site repair, modifications to the City of Sacramento Pump Station No. 102, modifications to an existing water main, and modifications to the RD 1000 Pumping Plant No. 8.

The levee is between 11 and 25 feet tall. Crown elevations vary between approximately 39 and 44 feet (NAVD 88). Landside toe elevations range from approximately 19 to 35 feet. The levee crown width varies from about 12 to 110 feet, with a typical width of 18 feet. The landside slope ranges between approximately vertical to 3.9 horizontal to 1 vertical (3.9H:1V).

The waterside slope ranges between approximately vertical to 4.8H:1V.

A seepage cutoff wall will be constructed along the approximate levee centerline from Station 16+50 to Station 150+00 and Station 196+02 to Station 238+00. The seepage cutoff wall will either be soil bentonite (SB) or slag-cement portland-cement bentonite (SCCB) as shown in the contract drawings. The contractor can choose to construct the SB cutoff wall by either an open trench or vertical chain trench (VCT) construction method.

To facilitate construction of the SB cutoff wall, the levee will be degraded. The amount of levee degrade varies depending on the construction method chosen for the SB cutoff wall as shown in the contract drawings.

The SCCB cutoff wall will be constructed from the existing levee crown.

Two gaps will be left in the seepage cutoff wall from Station 103+76 to 105+24 and Station 145+65 to 148+30.

Construct a landside stability berm from Station 103+32 to 105+74. The landside stability berm will consist of a rock drainage layer, geotextile separator, stability berm fill, permeable concrete, concrete lining, and a controlled low density material (CLSM) cap.

Construct a landside seepage berm from Station 148+50 to 149+18. The landside seepage berm will consist of a rock drainage layer, geotextile separator, and seepage berm fill.

Construct a landside patrol road along the entire length of Reach H. The patrol road will include access ramps at locations shown in the contract drawings. The patrol road and access ramps will include aggregate surfacing. A retaining wall will need to be constructed along a portion of the patrol road.

Two erosion sites near the waterside levee toe, one between Station 61+60

01 11 00 - 2 and Station 64+18 and the other between Station 230+89 and Station 233+85, will be repaired with rock riprap. Grading of the erosion site will be required to key the rock riprap into the existing ground.

The existing City of Sacramento Pump Station No. 102, located at approximately Station 59+70, has four discharge pipes crossing through the levee. Modifications to this existing facility include removal and replacement of the existing drainage discharge pipes, closure valves, valve vault, and appurtenances.

An existing water main located at approximately Station 61+30 will be modified. Modifications include removal and replacement of the existing water pipe, placement of a closure valve, and construction of a valve vault.

The existing RD 1000 Pumping Plant No. 8, located at approximately Station 178+00, has nine discharge pipes crossing through the levee. Modifications to this existing facility include removal and replacement of seven existing discharge pipes including closure valves and appurtenances, adding closure valves to two remaining discharge pipes, constructing a valve vault, and replacing existing concrete surfacing.

1.2 EXISTING WORK

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

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

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

Coordinate and contract with 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

Coordinate and contract with utility providers 10 days prior to start of construction.Take extra caution while working under these power lines.

01 11 00 - 3

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

01 11 00 - 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

08/15

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.2 UNIT PRICE PAYMENT ITEMS

1.3 Subsurface Drilling, Sampling, and Testing

1.4 PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (TS 01 71 10)

1.4.1.1 Measurement

1.4.1.2 Payment

1.4.2 Traffic Controls (TS 00 73 05 and 32 17 24)

1.4.2.1 Measurement

1.4.2.2 Payment

1.4.3 SWPPP Design and Implementation (TS 01 57 23)

1.4.3.1 Measurement

1.4.3.2 Payment

1.4.4 Temporary Silt Fencing (TS 01 57 23)

1.4.4.1 Measurement

1.4.4.2 Payment

1.4.5 Temporary Erosion Control (TS 01 57 23)

1.4.5.1 Measurement

1.4.5.2 Payment

1.4.6 Erosion Control Seeding (TS 31 25 13)

1.4.6.1 Measurement

1.4.6.2 Payment

1.4.7 Clearing and Grubbing (TS 31 11 00)

1.4.7.1 Measurement

1.4.7.2 Payment

1.4.8 Stump and Rootball Removal (TS 31 11 00)

1.4.8.1 Measurement

1.4.8.2 Payment

1.4.9 Laydown Area Development and Restoration (TS 01 50 02)

1.4.9.1 Measurement

1.4.9.2 Payment

1.4.10 Remove Asphalt Pavement (TS 31 11 00)

1.4.10.1 Measurement

1.4.10.2 Payment

1.4.11 Remove and Salvage Aggregate Base (TS 31 11 00)

1.4.11.1 Measurement

1.4.11.2 Payment

1.4.12 Remove and Dispose Concrete Driveway/Sidewalk (TS 31 11 00)

1.4.12.1 Measurement

1.4.12.2 Payment

1.4.13 Remove and Dispose Concrete Pavement 6-Inch to 8-Inch (TS 31

11 00)

1.4.13.1 Measurement

1.4.13.2 Payment

01 22 00 - 1

1.4.14 Topsoil Stripping (TS 31 11 00)

1.4.14.1 Measurement

1.4.14.2 Payment

1.4.15 Structural Excavation (TS 31 00 00)

1.4.15.1 Measurement

1.4.15.2 Payment

1.4.16 Random Fill (TS 31 00 00)

1.4.16.1 Measurement

1.4.16.2 Payment

1.4.17 Structural Fill (TS 31 00 00)

1.4.17.1 Measurement

1.4.17.2 Payment

1.4.18 Replace Topsoil (TS 31 00 00)

1.4.18.1 Measurement

1.4.18.2 Payment

1.4.19 Slag Cement-Cement Bentonite Cutoff Wall (TS 31 56 13)

1.4.19.1 Measurement

1.4.19.2 Payment

1.4.20 Aggregate Base Salvage (TS 31 11 00)

1.4.20.1 Measurement

1.4.20.2 Payment

1.4.21 Class 2 Aggregate Surfacing (TS 32 15 00)

1.4.21.1 Measurement

1.4.21.2 Payment

1.4.22 Class 2 Aggregate Base (TS 32 11 23)

1.4.22.1 Measurement

1.4.22.2 Payment

1.4.23 Asphalt Concrete Paving (TS 32 12 17)

1.4.23.1 Measurement

1.4.23.2 Payment

1.4.24 Portland Cement Concrete Pavement (TS 03 30 00)

1.4.24.1 Measurement

1.4.24.2 Payment

1.4.25 Remove and Reinstall Existing Gates (TS 32 31 13)

1.4.25.1 Measurement

1.4.25.2 Payment

1.4.26 Remove and Replace Existing Bollards (TS 32 31 13)

1.4.26.1 Measurement

1.4.26.2 Payment

1.4.27 Remove and Replace Post and Cable Fencing (TS 32 31 13)

1.4.27.1 Measurement

1.4.27.2 Payment

1.4.28 Remove and Replace Road Signs (TS 10 14 01)

1.4.28.1 Measurement

1.4.28.2 Payment

1.4.29 Remove and Replace Curb (TS 03 30 00)

1.4.29.1 Measurement

1.4.29.2 Payment

1.4.30 Remove and Replace Stamped Median PCC (TS 03 30 00)

1.4.30.1 Measurement

1.4.30.2 Payment

1.4.31 Remove and Replace Concrete Stairs (TS 03 30 00)

1.4.31.1 Measurement

1.4.31.2 Payment

1.4.32 Remove and Relocate Existing Fence (TS 32 31 13)

1.4.32.1 Measurement

1.4.32.2 Payment

1.4.33 Chain Link Fence 6-ft Wall Mount (TS 32 31 13)

1.4.33.1 Measurement

01 22 00 - 2

1.4.33.2 Payment

1.4.34 Patrol Road Access Gate - New (TS 32 31 13)

1.4.34.1 Measurement

1.4.34.2 Payment

1.4.35 Demolish Existing Retaining Wall (TS 02 41 00)

1.4.35.1 Measurement

1.4.35.2 Payment

1.4.36 Demolish Existing Small Structure (TS 02 41 00)

1.4.36.1 Measurement

1.4.36.2 Payment

1.4.37 Demolish Existing Irrigation Line - 4 Inch (TS 02 41 00)

1.4.37.1 Measurement

1.4.37.2 Payment

1.4.38 Caltrans Type OCP Concrete Drain Inlet (TS 33 44 00)

1.4.38.1 Measurement

1.4.38.2 Payment

1.4.39 Drain Pipe - 8 Inch RCP CLV (TS 33 44 00)

1.4.39.1 Measurement

1.4.39.2 Payment

1.4.40 Pumping Plant No. 8 Improvements (TS 33 40 00)

1.4.40.1 Measurement

1.4.40.2 Payment

1.4.41 Pump Station No. 102 Improvements (TS 33 40 00)

1.4.41.1 Measurement

1.4.41.2 Payment

1.4.42 Relocate Water Main (TS 33 11 00)

1.4.42.1 Measurement

1.4.42.2 Payment

1.4.43 Relocate Fire Hydrant (TS 33 11 00)

1.4.43.1 Measurement

1.4.43.2 Payment

1.4.44 Riprap (TS 35 31 19)

1.4.44.1 Measurement

1.4.44.2 Payment

1.4.45 Soil-Filled Riprap (TS 35 31 19)

1.4.45.1 Measurement

1.4.45.2 Payment

1.4.46 Drainage Blanket (TS 31 00 00)

1.4.46.1 Measurement

1.4.46.2 Payment

1.4.47 Drainage Rock (TS 31 00 00)

1.4.47.1 Measurement

1.4.47.2 Payment

1.4.48 Coir Fabric Type 1 (TS 35 31 19)

1.4.48.1 Measurement

1.4.48.2 Payment

1.4.49 Geotextile Separator (TS 31 05 19)

1.4.49.1 Measurement

1.4.49.2 Payment

1.4.50 Retaining Wall (TS 03 30 00)

1.4.50.1 Measurement

1.4.50.2 Payment

1.4.51 Concrete Liner (TS 03 30 00)

1.4.51.1 Measurement

1.4.51.2 Payment

1.4.52 Pervious Concrete (TS 32 13 43)

1.4.52.1 Measurement

1.4.52.2 Payment

1.4.53 Controlled Low Strength Material - San Juan Road (TS 03 52 01)

01 22 00 - 3

1.4.53.1 Measurement

1.4.53.2 Payment

1.4.54 Pole Cuttings - Willow 3/4" to 1-1/2" Dia X 4' to 6' L (TS 32

93 00)

1.4.54.1 Measurement

1.4.54.2 Payment

1.4.55 Monitoring Well (TS 33 24 13)

1.4.55.1 Measurement

1.4.55.2 Payment

1.4.56 Roadway Striping (TS 32 17 24)

1.4.56.1 Measurement

1.4.56.2 Payment

1.4.57 Detours and Signage (TS 32 17 24)

1.4.57.1 Measurement

1.4.57.2 Payment

1.4.58 Levee Excavation (TS 31 00 00)

1.4.58.1 Measurement

1.4.58.2 Payment

1.4.59 Borrow Delivered (TS 31 23 00)

1.4.59.1 Measurement

1.4.59.2 Payment

1.4.60 Levee Fill (TS 31 00 00)

1.4.60.1 Measurement

1.4.60.2 Payment

1.4.61 Soil Bentonite Cutoff Wall - Open Trench Method (TS 31 56 14)

1.4.61.1 Measurement

1.4.61.2 Payment

1.4.62 Soil Bentonite Cutoff Wall - VCT Method (TS 31 56 15)

1.4.62.1 Measurement

1.4.62.2 Payment

1.4.63 Geogrid (TS 31 05 21)

1.4.63.1 Measurement

1.4.63.2 Payment

1.4.64 Relief Well (TS 33 26 00)

1.4.64.1 Measurement

1.4.64.2 Payment

1.4.65 Relief Well Additional Depth(TS 33 26 00)

1.4.65.1 Measurement

1.4.65.2 Payment

1.4.66 Drain Pipe - 12 Inch (TS 33 40 00)

1.4.66.1 Measurement

1.4.66.2 Payment

1.4.67 Manhole - 48 Inch (TS 33 26 00)

1.4.67.1 Measurement

1.4.67.2 Payment

1.4.68 Cutoff Wall Coring and In-Situ Water Testing (TS 02 32 13)

1.4.68.1 Measurement

1.4.68.2 Payment

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

3.2 INVOICE SUBMISSION PROCEDURES

3.2.1 Required Procedure

3.2.2 Required Documents

01 22 00 - 4

01 22 00 - 5

SECTION 01 22 00

MEASUREMENT AND PAYMENT

08/15

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for work which will be completed on a job basis are listed as bid items in the bid schedule. All costs for work necessary to complete the Project, 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 facilities, plants, labor, materials, tests, and equipment, and performing all associated Contractor quality control, environmental protection, and tests, providing all reports, meeting all safety requirements, and for performing all work required for which separate payment is not otherwise provided.

Contractor must provide a schedule of prices for all job items prior to start of construction.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the Work that must be performed on a unit price basis are listed in the bid schedule. The unit price and payment made for the work of each item listed must constitute full compensation for furnishing all facilities, plants, labor, materials, tools, equipment, incidentals, performing all associated Contractor quality control, environmental protection and tests, providing all reports, meeting safety requirements, tests and reports, and for performing all Work required for each of the unit price items.

1.3 Subsurface Drilling, Sampling, and Testing

Separate payment will not be made for subsurface drilling, sampling, and testing, and all costs associated therewith must be included in the various items of work.

1.4 PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (TS 01 71 10)

1.4.1.1 Measurement

Unit of measure: Job

1.4.1.2 Payment

Payment for mobilization, demobilization, staging areas, temporary construction facilities, and for all other work covered by the Project Specifications must be made at the Contract bid price for item "MOBILIZATION AND DEMOBILIZATION"; which payment must constitute full compensation for all the Work involved in mobilization and demobilization

01 22 00 - 6 as shown or specified in the Contract documents, and directed by the Contracting Officer. Mobilization must be 60 percent of the Contract bid price. Demobilization must be 40 percent of the Contract bid price. The demobilization cost must include 0.5 percent of the award contract cost for preparation of the final as-built drawings.

1.4.2 Traffic Controls (TS 00 73 05 and 32 17 24)

1.4.2.1 Measurement

Unit of measure: Job

1.4.2.2 Payment

Payment for providing traffic control, traffic control plan, obtaining local agency permits for traffic control, traffic control signage, related labor, equipment, and materials, and all costs associated therewith must be included in the Contract bid price for item "TRAFFIC CONTROLS"; which payment must constitute full compensation for all the Work involved in traffic control as shown or specified in the Contract documents, and directed by the Contracting Officer.

1.4.3 SWPPP Design and Implementation (TS 01 57 23)

1.4.3.1 Measurement

Unit of measure: Job

1.4.3.2 Payment

Payment will be made for SWPPP design and implementation as specified in the Contract documents, and as directed by the Contracting Officer at the Contract bid price for "SWPPP DESIGN AND IMPLEMENTATION"; which payment must constitute full compensation for furnishing all supplies and labor for performing all operations necessary for designing and implementing the SWPPP for the duration of the project.

1.4.4 Temporary Silt Fencing (TS 01 57 23)

1.4.4.1 Measurement

Temporary silt fencing and related Work must be measured by the linear foot installed as shown or specified in the Contract documents and as directed by the Contracting Officer.

1.4.4.2 Payment

Payment will be made for silt fencing as shown or specified in the Contract documents, and as directed by the Contracting Officer at the Contract bid price for "TEMPORARY SILT FENCING"; which payment must constitute full compensation for furnishing all supplies, labor, equipment, materials, and for performing all operations necessary for installing and maintaining silt fencing for the duration of the project and for the removal and disposal of silt fencing.

01 22 00 - 7

1.4.5 Temporary Erosion Control (TS 01 57 23)

1.4.5.1 Measurement

Unit of measure: Job

1.4.5.2 Payment

Payment will be made for temporary erosion control including installing and maintaining best management practices in accordance with the project storm water pollution prevention plan at the Contract bid price for item "TEMPORARY EROSION CONTROL"; which payment must constitute full compensation for all work involved in temporary erosion control including installation and removal of best management practices for erosion control, spill control, monitoring, providing updates to the SWPPP, and record keeping as required by the law, as shown or specified in the Contract documents, and as directed by the Contracting Officer.

1.4.6 Erosion Control Seeding (TS 31 25 13)

1.4.6.1 Measurement

Erosion Control Seeding will be measured for payment by the acre. The basis of measurement will be based upon the area measured after erosion control seeding.

1.4.6.2 Payment

Payment will be made for erosion control seeding at the Contract bid price for "EROSION CONTROL SEEDING"; which payment must constitute full compensation for all equipment, labor, materials, and incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer.

1.4.7 Clearing and Grubbing (TS 31 11 00)

1.4.7.1 Measurement

Clearing and grubbing will be measured for payment by the acre. The basis of measurement will be based upon the area measured after clearing and grubbing.

1.4.7.2 Payment

Clearing and grubbing, and the disposal of the materials from this operation and for all other related Work must be paid at the contract bid price for "CLEARING AND GRUBBING"; which payment must constitute full compensation for furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the clearing and grubbing including removal of rocks, debris, concrete rubble, existing AB aggregate surfacing not salvaged, demolition of structures not specified elsewhere, fencing and all other deleterious items and as noted on or specified in the Contract documents and as directed by the Contracting Officer, including disposal or salvage of materials, and restoring all ground surfaces.

01 22 00 - 8

1.4.8 Stump and Rootball Removal (TS 31 11 00)

1.4.8.1 Measurement

Stump and rootball removal will be measured for payment by the acre. The basis of measurement will be based upon the area measured after stump and rootball removal.

1.4.8.2 Payment

Stump and rootball removal, and the disposal of the materials from this operation and for all other related Work must be paid at the contract bid price for "STUMP AND ROOTBALL REMOVAL"; which payment must constitute full compensation for furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the removal of stumps and rootballs as noted on or specified in the Contract documents and as directed by the Contracting Officer, including disposal or salvage of materials, and restoring all ground surfaces including filling of holes that result from stump and rootball removal.

1.4.9 Laydown Area Development and Restoration (TS 01 50 02)

1.4.9.1 Measurement

Laydown area development and restoration will be measured for payment by the acre. The basis of measurement will be based upon the area measured after development of the laydown area.

1.4.9.2 Payment

Payment for laydown area development and restoration must be made at the Contract bid price for item “LAYDOWN AREA DEVELOPMENT AND RESTORATION”;

which payment must constitute full compensation for all labor, equipment, materials and work involved in developing and restoring the laydown areas, including, but not limited to, clearing and grubbing, topsoil stripping and replacement, disposing or salvaging of materials, placing and removing security fencing, and restoring the laydown area to existing condition, as shown or specified in the Contract documents, or as directed by the Contracting Officer.

1.4.10 Remove Asphalt Pavement (TS 31 11 00)

1.4.10.1 Measurement

Remove Asphalt Pavement will be measured for payment by the square yard.

The basis of measurement will be based upon the area measured after the removal of asphalt concrete pavements.

1.4.10.2 Payment

Payment will be made for removing and disposing existing asphalt concrete at the Contract bid price for "REMOVE ASPHALT PAVEMENT"; which payment must include full compensation for all equipment, labor, transportation, materials, hauling excavated materials to and from temporary on-site stockpile locations, hauling to offsite waste sites, and incidentals necessary to complete the Work as shown or specified in the Contract documents, or as directed by the Contracting Officer. No separate payment will be made for stockpiling or loading material from the stockpile.

01 22 00 - 9

1.4.11 Remove and Salvage Aggregate Base (TS 31 11 00)

1.4.11.1 Measurement

Remove and Salvage Aggregate Base will be measured for payment by the cubic yard. The basis of measurement will be based upon the area and thickness measured after the removal of the aggregate base.

1.4.11.2 Payment

Remove and salvage aggregate base will be paid for at the Contract bid price for "REMOVE AND SALVAGE AGGREGATE BASE"; which payment must include full compensation…