A07.01-Atch_2_Specifications.pdf

DISTRIBUTION STATEMENT A

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REQUEST FOR PROPOSAL (RFP)

PL84-99 SACRAMENTO RIVER LEVEE REPAIR

PROJECT

SITES 0561

COLUSA COUNTY, CALIFORNIA

PROJECT NO. 466091

SPECIFICATION NO. 2146

DESIGN FILE NOS. SA-04-0170

PL84-99 Sac River Levee Repair - Sites 0561 2146

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 22 00 PRICE AND PAYMENT PROCEDURES

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 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 33 GRASS SEEDING AND EROSION CONTROL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PAYMENT

1.2 REFERENCES

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

CONTRACTS

1.4 SUBMITTALS

1.5 SCRAP MATERIAL

1.6 UTILITIES

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.9 BID ITEM OVERRUN

1.10 WARRANTY OF CONSTRUCTION

1.11 NON CONTRACT WORK

1.12 DAMAGE TO ROADS

1.12.1 Documentation Regarding Potential Damage to Access Routes

1.12.1.1 Preconstruction Access Road Survey

1.12.1.2 Post-Construction Access Road Survey

1.13 LEVEE QUANTITY SURVEY

1.13.1 Preconstruction Levee Survey

1.13.2 Post-Construction Levee Survey

1.13.3 Borrow Site and Disposal Site

1.14 ENVIRONMENTAL LITIGATION

1.15 ADDITIONAL STAGING AREAS

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PAYMENT

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

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

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

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

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

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

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

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

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

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

SECTION 01 00 00 Page 2

1.4 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

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey; G

Post-Construction Access Road Survey; G

Preconstruction Levee Survey; G

SD-11 Closeout Submittals

Post-Construction Levee Survey; G

1.5 SCRAP MATERIAL

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

1.6 UTILITIES

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

Notify the Contracting Officer at least 7 calendar days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Care must be taken to preserve and protect any such improvements from injury or damage during construction operations.

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

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Power outages must be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. All outages and street closures must be scheduled as far in advance as possible with the Contracting Officer and in no case less than 7 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage.

SECTION 01 00 00 Page 3

1.8 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:

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

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

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

(07) (07) (06) (03) (02) (01) (00) (00) (01) (02) (05) (07)

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

Refer to ER 415-1-15.

1.9 BID ITEM OVERRUN

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

1.10 WARRANTY OF CONSTRUCTION

a. Performance Bond.

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

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer must have a right to demand that said work be performed under the

SECTION 01 00 00 Page 4

Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer must have the work performed by others, and after completion of the work, must make demand for reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

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

b. Pre-Warranty Conference. Prior to contract completion and at a time designated by the Contracting Officer or his authorized representative, meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of Section 00 73 00, Paragraph, WARRANTY OF CONSTRUCTION, of this specification. Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer or his authorized representative for the execution of the construction warranty must be established/reviewed at this meeting.

In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor will furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his responsibilities in connection with Section 00 73 00, Paragraph, WARRANTY OF CONSTRUCTION.

c. Equipment Warranty Identification Tags. Provide warranty identification tags on all equipment installed under this contract.

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

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

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

Second Priority 1B. Perform on-site inspection to evaluate

SECTION 01 00 00 Page 5 situation, determine course of action, initiate work within 48 hours and work continuously to completion of relief.

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

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

Should parts be required to complete the work and the parts are not immediately available provide the Contracting Officer's Representative with firm written proposals for emergency alternatives and temporary repairs for Government participation within 12 hours after arrival at the job site, and provide emergency relief until the required parts are available on site for the Contractor to perform permanent warranty repair. Include a firm date and time that the required parts must be available on site to complete the permanent warranty repair. The Contracting Officer's Representative will evaluate the proposed alternatives and negotiate the alternative considered to be in the best interest of the Government to reduce the impact of the emergency condition. Alternatives considered by the Contracting Officer's Representative will include the alternative for the Contractor to "Do Nothing" while waiting until the required parts are available to perform permanent warranty repair. Negotiating a proposal which will require Government participation and the expenditure of Government funds must constitute a separate procurement action by the using service.

1.11 NON CONTRACT WORK

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

1.12 DAMAGE TO ROADS

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

TEMPORARY CONSTRUCTION FACILITIES.

1.12.1 Documentation Regarding Potential Damage to Access Routes

Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Before Construction (BC) survey, plus the procedures to be followed in conduction the BC Survey. Surveys must be performed by a licensed surveyor in the State of California. The plan must also include the Preconstruction Access Road Survey and the Post-Construction Access Road Survey.

1.12.1.1 Preconstruction Access Road Survey

Complete and submit a Preconstruction Access Road Survey including digital video and digital photographs of all public, private, and project access or right-of-way roads before construction begins. Submit two copies of the survey, the digital video, and the digital photographs before the start of construction operations. Video must be digital format. Photographs must

SECTION 01 00 00 Page 6 be 3 X 5 inch prints.

1.12.1.2 Post-Construction Access Road Survey

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

1.13 LEVEE QUANTITY SURVEY

1.13.1 Preconstruction Levee Survey

Provide to the Contracting Officer surveyed cross sections prior to any degrading of the levee. Surveyed cross sections of elevations of the levee to be not less than 20 feet apart along the length of the levee repair area, to the nearest 0.2 feet.

Provide to the Contracting Officer surveyed cross sections following the degrading of the levee, but prior to the rehabilitation/repair effort of the levee. Surveyed cross sections of the elevations of the levee to be not less than 20 feet apart along the length of the degraded levee area, to the nearest 0.2 feet. All surveys must be performed by a licensed surveyor in the State of California.

1.13.2 Post-Construction Levee Survey

Provide to the Contracting Officer surveyed cross sections taken after the placement of Levee Fill or drain rock. Take cross sections at the same locations as the Preconstruction Levee Survey cross section, referenced in this section submittals (Preconstruction Quantity Survey Plan). Survey the distinction between excavating existing fill and excavating loose/wet fill materials, such that the quantity is associated with the corresponding Contract Line Items (CLIN's) in Section 01 22 00 PRICE AND PAYMENT PROCEDURES. All surveys must be performed by a licensed surveyor in the State of California.

1.13.3 Borrow Site and Disposal Site

Fill material to be acquired from commercial borrow site at contractor's expense. Contractor to determine that borrow area is Federally approved and State of California approved. Disposal of material to be sent to commercial disposal site at contractor's expense.

1.14 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, must determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption must be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the SUSPENSION OF WORK clause of this contract, see

SECTION 01 00 00 Page 7

Section 00 73 00. The period of such suspension, delay or interruption must be considered unreasonable, and an adjustment must be made for any increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

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

1.15 ADDITIONAL STAGING AREAS

Once the contract is awarded no additional staging areas outside of those designated in the contract will not be permitted.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

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

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five hard copy sets from the CAD contract drawings and conformed contract specifications. Provide these documents within 5 work days . The hard copy drawings must be one (1) ANSI D (22" x 34"), and four (4) half size (11"x17"). The conformed contract specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

-- End of Section --

SECTION 01 00 00 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization, CLIN 0001

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 SWPPP Development and Implementation, CLIN 0002

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Stripping, CLIN 0004

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Tree Removal (rootball to be retained with tree), CLIN 0005

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Excavate Existing Fill, CLIN 0010

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Clearing, Stripping, and Grubbing, CLIN 0014

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 3/4-in CalTrans Class 2 Agg Base Course for Bridging Layer -

Material, Haul, Place, and Compact, Optional CLIN 0015

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Excavate Loose/Wet Material, Optional CLIN 0016

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Dispose Loose/Wet Material, Optional CLIN 0017

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Dispose Of Existing Fill, CLIN 0018

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Filter Fabric, CLIN 0022

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Levee Fill - Material, Place, and Compact, CLIN 0025

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 3/4-in CalTrans Class 2 Aggregate Base Course for Levee Crown-

Material, Haul, and Compact, CLIN 0027

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 3/4-in CalTrans Class 2 Aggregate Base Course for Seepage Berm

SECTION 01 22 00 Page 1

Crown - Material, Haul, and Compact, CLIN 0028

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.13 Geotexitle Fabric for Bridging Layer - Material, Haul, and

Place, Optional CLIN 0029

1.2.13.1 Payment

1.2.13.2 Unit of Measure

1.2.14 3" to 6" Rock - Toe Berm, CLIN 0030

1.2.14.1 Payment

1.2.14.2 Unit of Measure

1.2.15 3" to 6" Rock for Bridging Layer - Material, Haul, and Place, Optional CLIN 0031

1.2.15.1 Payment

1.2.15.2 Unit of Measure

1.2.16 Drain Rock - Material, Haul, and Place, CLIN 0032

1.2.16.1 Payment

1.2.16.2 Unit of Measure

1.2.17 Hydroeeding, CLIN 0035

1.2.17.1 Payment

1.2.17.2 Unit of Measure

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

SECTION 01 22 00 Page 2

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

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 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, CLIN 0001

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization; 60% of the total amount will be paid upon completion of the contractor's mobilization to the work site. The remaining 40% will be paid upon completion of demobilization. As-builts must be cost loaded at 0.5% of the total contract amount and be considered part of the 40% attributed to demobilization..

1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.2 SWPPP Development and Implementation, CLIN 0002

1.1.2.1 Payment

Payment will be made for costs associated with SWPPP Development and Implementation. Payment will be made for the percentage complete based on the duration of the activity as shown on the Contractor's approved schedule.

1.1.2.2 Unit of Measure

Unit of measure: Job.

1.2 UNIT PRICE PAYMENT ITEMS

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

SECTION 01 22 00 Page 3

1.2.1 Stripping, CLIN 0004

1.2.1.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the specifications, 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. Quantities for areas of stripping must be verified by survey.

1.2.1.2 Unit of Measure

Unit of measure: Square yard.

1.2.2 Tree Removal (rootball to be retained with tree), CLIN 0005

1.2.2.1 Payment

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings.

1.2.2.2 Unit of Measure

Unit of measure: Each tree.

1.2.3 Excavate Existing Fill, CLIN 0010

1.2.3.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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. No allowance will be made for over depth excavation or for the excavation of any material outside the required slope lines unless authorized.

Excavation must be measured for payment by the cubic yard and quantities must be determined by the average end area method. The basis for measurement must be the actual cross sections of the excavation area taken after stripping operations and the actual cross sections after excavation to within the specified tolerance. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified in Section 01 00 00 GENERAL REQUIREMENTS. Excavation in excess of the design grades as indicated on the plans, including allowable tolerance, will not be accepted.

1.2.3.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.4 Clearing, Stripping, and Grubbing, CLIN 0014

1.2.4.1 Payment

Payment will be made for costs associated with furnishing all labor, SECTION 01 22 00 Page 4 materials, equipment per the specifications, 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. Quantities for cleared, stripped and grubbed areas must be verified by survey.

1.2.4.2 Unit of Measure

Unit of measure: Square feet.

1.2.5 3/4-in CalTrans Class 2 Agg Base Course for Bridging Layer - Material, Haul, Place, and Compact, Optional CLIN 0015

1.2.5.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

The total quantity of stone material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated.

No allowance will be made for over depth placement or for the addition of any material outside the required slope lines unless authorized.

1.2.5.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.6 Excavate Loose/Wet Material, Optional CLIN 0016

1.2.6.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

Excavation will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for measurement will be the actual cross sections of the excavation area taken after stripping operations and the actual cross sections after excavation to within the specified tolerance. Cross sections shall be performed at significant breaks in grade except that the maximum distance between cross sections shall not exceed the distance specified in the General Specifications. Excavation in excess of the design grades as indicated on the plans, including allowable tolerance, will not be accepted.

Prior to commencing with any work payable under this CLIN, the Contracting Officer shall be notified and the site conditions field verified. Separate surveys defining excavated quantities of loose/wet material shall be provided for payment.

SECTION 01 22 00 Page 5

1.2.6.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.7 Dispose Loose/Wet Material, Optional CLIN 0017

1.2.7.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

EThe total quantity of disposed of material for which payment will be made will be determined by the average end area method. The basis for measurement will be the actual cross sections of the excavation area taken after stripping operations and the actual cross sections after excavation as shown on the plans and to within the specified tolerance. No allowance will be made for disposal of over depth excavated material or for the excavation of any material outside the required slope lines unless authorized.

1.2.7.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.8 Dispose Of Existing Fill, CLIN 0018

1.2.8.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, and equipment per the contract drawings and specifications, 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. No allowance will be made for over depth excavation or for the excavation of any material outside the required slope lines unless authorized.

The total quantity of disposed of material for which payment will be determined by the average end area method. The basis for measurement will be the actual cross sections of the excavation area taken after stripping operations and the actual cross sections after excavation as shown on the plans and to within the specified tolerance. No allowance will be made for disposal of over depth excavated material or for the excavation of any material outside the required slope lines unless authorized.

1.2.8.2 Unit of Measure

Unit of Measure: Cubic yard.

1.2.9 Filter Fabric, CLIN 0022

1.2.9.1 Payment

Payment will be made for all materials, labor, equipment, and incidentals

SECTION 01 22 00 Page 6 necessary to furnish materials and for installation as specified on the contract drawings and specifications. The unit price must include all items mentioned above which may be necessary to reconstruct the levee.

Field measurement with Government representative and Contractor CQC required for payment.

1.2.9.2 Unit of Measure

Unit of measure: Square yard.

1.2.10 Levee Fill - Material, Place, and Compact, CLIN 0025

1.2.10.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

The total quantity of fill material for which payment will be made must be measured for payment by the cubic yard, in place, and quantities must be determined by the average end area method. The basis for measurement must be cross sections of the areas to be filled taken after levee excavation operations and the actual cross sections of the embankments constructed within the specified tolerance; Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed the distance specified in Section 01 00 00 General Requirements. No allowance will be made for additional material or for any material provided which is outside of the required slope lines unless authorized.

1.2.10.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.11 3/4-in CalTrans Class 2 Aggregate Base Course for Levee Crown- Material, Haul, and Compact, CLIN 0027

1.2.11.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

The total quantity of stone material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for over depth placement or for the addition of any material outside the required slope lines unless authorized.

1.2.11.2 Unit of Measure

Unit of measure: Cubic yard.

SECTION 01 22 00 Page 7

1.2.12 3/4-in CalTrans Class 2 Aggregate Base Course for Seepage Berm Crown

- Material, Haul, and Compact, CLIN 0028

1.2.12.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

The total quantity of stone material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for over depth placement or for the addition of any material outside the required slope lines unless authorized.

1.2.12.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.13 Geotexitle Fabric for Bridging Layer - Material, Haul, and Place, Optional CLIN 0029

1.2.13.1 Payment

Payment will be made for all materials, labor, equipment, and incidentals necessary to furnish materials and for installation as specified on the contract drawings and specifications. The unit price shall include all items mentioned above which may be necessary to reconstruct the levee.

Field measurement with Government representative and Contractor CQC required for payment.

1.2.13.2 Unit of Measure

Unit of measure: Square yard.

1.2.14 3" to 6" Rock - Toe Berm, CLIN 0030

1.2.14.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

The total quantity of stone material for which payment will be made will be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method. The basis for measurement will be cross sections of the areas to be filled taken after any excavation operations and the actual cross sections of the constructed material within the specified tolerance. No allowance will be made for over depth placement or for the addition of any material outside the required slope lines unless authorized.

SECTION 01 22 00 Page 8

1.2.14.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.15 3" to 6" Rock for Bridging Layer - Material, Haul, and Place, Optional CLIN 0031

1.2.15.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

The total quantity of stone material for which payment will be made will be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method. The basis for measurement will be cross sections of the areas to be filled taken after any excavation operations and the actual cross sections of the constructed material within the specified tolerance. No allowance will be made for over depth placement or for the addition of any material outside the required slope lines unless authorized.

1.2.15.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.16 Drain Rock - Material, Haul, and Place, CLIN 0032

1.2.16.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, equipment per the contract drawings and specifications, 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.

The total quantity of stone material for which payment will be made will be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method. The basis for measurement will be cross sections of the areas to be filled taken after any excavation operations and the actual cross sections of the constructed material within the specified tolerance. No allowance will be made for over depth placement or for the addition of any material outside the required slope lines unless authorized.

1.2.16.2 Unit of Measure

Unit of measure: Cubic yard.

1.2.17 Hydroeeding, CLIN 0035

1.2.17.1 Payment

Payment will be made for all materials, labor, equipment, and incidentals necessary to furnish the seed mix as specified in the specifications. The

SECTION 01 22 00 Page 9 unit price shall include all items mentioned above which are necessary to reseed disturbed areas. Quantities for hydroseeded areas shall be verified by survey.

1.2.17.2 Unit of Measure

Unit of measure: Square yard.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 15 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

3.2 INVOICE SUBMISSION PROCEDURES

References INCLUDE USACE QMS, FAR 52.232-5, Payments under Fixed-Price Construction Contracts, and FAR 52.232-27, Prompt Payment for Construction Contracts.

3.2.1 Required Procedure

a. 1. The payment request process shall begin with the scheduling meeting. Section 01 32 01 PROJECT SCHEDULE states: "Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment." The QA Rep or Project Engineer will meet with the Contractor each month and mutually agree to the quantities and lump sum percentages to be invoiced prior to the Contractor's official invoice being submitted to the Administrating Office.

b. The Contractor shall print a copy of the Contractor's Pay Request Form from RMS to record the mutually agreed upon quantities and percentages. NOTE: Contractor earnings shall not be projected. This form shall be signed and dated by the QA Rep and the Contractor.

Consideration will be given to safety, submittals, Contractor quality control (CQC), acceptable work, as well as overall progress. In the case of deficient work, withholding the cost of removal and reconstruction shall be considered.

c. Contractor shall submit a preliminary payment request worksheet to the Quality Assurance Representative (QA Rep). This document is printed from RMS, which lists not only the pay activities for which payment is requested, but also lists any Contractor action items e.g. outstanding submittals, payrolls, quality control items, etc. Contractor shall also submit all required back-up documentation if applicable, such as surveys, concrete calculations, weight tickets for tonnage items, etc.

SECTION 01 22 00 Page 10

d. QA Rep shall meet with the Contractor to determine if the preliminary pay request and corresponding back-up is acceptable. The QA Rep shall enter the approved percentages or quantities on the preliminary pay request worksheet, ensuring that consideration has been made to all Contractor action items that have not been completed or corrected.

Both parties shall sign and date the last page.

e. Contractor shall submit the formal pay request package to the Administrating Office (original) and the QA Rep (copy), incorporating any changes made on the preliminary pay request on or before the 10th of the month. Contractor shall also enter the pay request into RMS.

3.2.2 Required Documents

Pay request packages from Contractors shall include the following documents:

a. Prompt Payment Certification and Requested Earnings printed from RMS and wet signed.

b. Preliminary payment request worksheet, signed and dated by both parties.

c. Required back-up, if applicable (survey, cross-sections, weight tickets, etc.).

d. Updated approved schedule (progress chart or NAS with narrative report as specified).

e. Safety Exposure Report (entered and printed from RMS).

f. Current Submittal Register (hard copy not required, will be verified in

RMS).

g. Current QC Test Log (hard copy not required, will be verified in RMS).

h. Certified Payrolls (prime and subs at all tiers) entered in RMS and submitted to the Administrating Office.

If the progress payment request is missing any of the above items or imports into RMS, the Administrating Office shall notify the Contractor within 7 days and suspend the processing of the progress payment until the missing information has been received. The invoice will not be considered acceptable until a complete pay request package has been submitted and imports performed. Upon receipt of an acceptable invoice, the invoice is stamped 'RECEIVED'. In accordance with FAR 52.232-27 Prompt Payment for Construction Contracts, the due date for making payment is 14 days after the designated billing office receives a proper complete payment request.

-- End of Section --

SECTION 01 22 00 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Schedule Status Reports

3.1.2 Approved Project Schedule

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

3.3.2 Level of Detail Required

3.3.3 Activity Durations

3.3.4 Procurement Activities

3.3.5 Mandatory Tasks

3.3.6 Government Activities

3.3.7 Standard Activity Coding Dictionary

3.3.7.1 Workers Per Day (WRKP)

3.3.7.2 Responsible Party Coding (RESP)

3.3.7.3 Area of Work Coding (AREA)

3.3.7.4 Modification Number (MODF)

3.3.7.5 Bid Item Coding (BIDI)

3.3.7.6 Phase of Work Coding (PHAS)

3.3.7.7 Category of Work Coding (CATW)

3.3.7.8 Feature of Work Coding (FOW)

3.3.8 Contract Milestones and Constraints

3.3.8.1 Project Start Date Milestone and Constraint

3.3.8.2 End Project Finish Milestone and Constraint

3.3.8.3 Interim Completion Dates and Constraints

3.3.8.3.1 Start Phase

3.3.8.3.2 End Phase

3.3.9 Calendars

SECTION 01 32 01 Page 1

3.3.10 Open Ended Logic

3.3.11 Default Progress Data Disallowed

3.3.12 Out-of-Sequence Progress

3.3.13 Added and Deleted Activities

3.3.14 Original Durations

3.3.15 Leads, Lags, and Start to Finish Relationships

3.3.16 Retained Logic

3.3.17 Percent Complete

3.3.18 Remaining Duration

3.3.19 Cost Loading of Closeout Activities

3.3.19.1 As-Built Drawings

3.3.20 Anticipated Adverse Weather

3.3.21 Early Completion Schedule and the Right to Finish Early

3.3.22 3.3.21 Default Progress Data Disallowed

3.3.23 Calculation Mode

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data Optical Discs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.6.2.1 Start Finish Dates

3.6.2.2 Remaining Duration

3.6.2.3 Percent Complete

3.6.2.4 Logic Changes

3.6.2.5 Other Changes

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Submission Requirements

3.8.3 Time Impact Analysis (Prospective Analysis)

3.8.4 Forensic Schedule Analysis (Retrospective Analysis)

3.8.5 Fragmentary Network (Fragnet)

3.8.6 Time Extension

3.8.7 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01 Page 2

SECTION 01 32 01 Page 3

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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

Project Scheduler Qualifications; G

Bar Chart Schedule

Project Schedule; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Data Optical Discs

Periodic Schedule Update

Justification of Delay; G

Time Impact Analysis; G

Schedule Status Report; G

SECTION 01 32 01 Page 4

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6, Release 7.0. Save all files in the Primavera PM XER format.

2.1.2 Contractor Software

Use commercially available scheduling software with vendor software support agreements available. The software routine used to create the required SDEF file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the XER export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

SECTION 01 32 01 Page 5

3.1.1 Schedule Status Reports

Provide a Schedule Status Report on at least a weekly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved…