A07.01-Kings_River_Specifications.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

KINGS RIVER LEVEE BREACH REPAIR

SITE 0331-11

KINGS COUNTY, CALIFORNIA

PROJECT NO. 466091

SPECIFICATION NO. 2143

DESIGN FILE NOS. KI-04-0070

Kings River Levee Breach Repair - Site 0331-11 2143

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

Post-construction Access Road Survey

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

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

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 Officerand in no case less than 7 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for

SECTION 01 00 00 Page 3 such outage.

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 AUG SEP OCT NOV DEC

4 4 4 2 1 0 0 0 1 1 2 3

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.

SECTION 01 00 00 Page 4

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

(3) 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:

SECTION 01 00 00 Page 5

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

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

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

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

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 conducting 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.

SECTION 01 00 00 Page 6

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 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

The contractor shall adhere to the fill material standards in the Field Quality Control Section 31 00 00 EARTHWORK, paragraph titled, FIELD QUALITY CONTROL, and the imported fill chemical screening limits attached the end of Section 31 00 00 EARTHWORK in order to utilize the import/borrow material stockpiled north of the levee repair site, details provided in the contract drawings.

If the stockpiled material does not conform to the standards as prescribed in the specifications, the contractor shall be able to procure up to 100% of the fill material necessary to construct the levee as an alternative to the stockpile material. If the stockpiled material does not conform to the specifications standards, fill material is to be acquired from a commercial

SECTION 01 00 00 Page 7 borrow site that does meet the standards. The contractor is to determine that the commercial borrow area is federally approved and State of California approved.

Existing levee material shall be excavated to the geometry shown on the drawings. Any portion of the excavated material that conforms to the requirements of levee fill or other use may be processed and reused as levee fill. All unsuitable excavated materials shall be disposed of at the Stockpile area denoted on the drawings.

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 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

No additional staging areas outside of those designated in the contract will 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 specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five conformed hard copy sets reproduced from the PDF Contract plans and specification provided by the Contracting Officer at the time of award. The hard copy drawings must be two sets of ANSI D (22" x 34")and three sets of half size (11" x 17") 3-hole punched and bound with metal posts. The five sets of specifications must be standard letter (8-1/2" x 11") 3-hole punched and bound with metal posts. Submit these documents within 5 work days of the receipt of the AWARD documents from the Government.

SECTION 01 00 00 Page 8

-- End of Section --

SECTION 01 00 00 Page 9

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

1.1.3 Dewatering - Excavation, Optional CLIN 0040

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Clearing, Stripping, And Grubbing - Disposal Of Material, CLIN

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Tree Removal, CLIN 0005

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Excavate Existing Fill, CLIN 0010

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Clearing, Stripping, and Grubbing, CLIN 0014

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Excavate Loose/Wet Material, Optional CLIN 0016

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Dispose Loose/Wet Material, Optional CLIN 0017

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Dispose Of Existing Fill, CLIN 0018

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Levee Fill - Material, Haul, Place, And Compact (Stockpile), CLIN 0026

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Levee Fill - Material, Haul, Place, And Compact (Commercial), Optional CLIN 0027

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Levee Fill - Material, Haul, Place, And Compact (If Placing

Bridging Layer), Optional CLIN 0028

1.2.9.1 Payment

SECTION 01 22 00 Page 1

1.2.9.2 Unit of Measure

1.2.10 Minus 3/4-In Caltrans Class 2 Aggregate Base Course For

Exploration Keyway - Material, Haul, Place And Compact, Optional

CLIN 0029

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 Minus 3/4-In Caltrans Class 2 Aggregate Base Course For Levee

Crown - Material, Haul, Place And Compact, CLIN 0030

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Geotextile Fabric For Bridging Layer - Material And Place, Optional CLIN 0032

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.13 3" To 6" Rock For Bridging Layer - Material, Haul, Place And

Compact, Optional CLIN 0034

1.2.13.1 Payment

1.2.13.2 Unit of Measure

1.2.14 Hydroseeding, CLIN 0038

1.2.14.1 Payment

1.2.14.2 Unit of Measure

1.2.15 Excavate Additional Fill, Optional CLIN 0043

1.2.15.1 Payment

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

1.1.1 Mobilization and Demobilization, CLIN 0001

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization including but not limited to: staging areas, general prep work, field offices and for all other work covered by Section 01 71 10 MOBILIZATION AND DEMOBILIZATION of the specifications and any work for installation of temporary fences and the Contracting Officer's Office, shall be made at the contract job price for CLIN "MOBILIZATION AND DEMOBILIZATION" which payment shall constitute full compensation for all work covered by section 01 71 10 MOBILIZATION AND DEMOBILIZATION, as shown on the drawings and as specified by the Contracting Officer. Sixty percent (60%) of the total amount will be paid upon completion of the contractor's mobilization to the work site. The remaining forty percent (40%) will be paid upon completion of demobilization. As-built's must be cost loaded at one-half percent (0.5%) of the total contract amount and be considered part of the forty percent (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

SECTION 01 22 00 Page 3

1.1.3 Dewatering - Excavation, Optional CLIN 0040

1.1.3.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, and equipment per the contract drawings and specifications including 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 separate payment shall be made for clearing, grubbing, debris removal or any other exercises necessary in order to be able to begin the dewatering process. No separate payment shall be made for the demobilization, backfilling, and equipment required necessary to complete the dewatering process. Payment will be made for the percentage complete based on the duration of the activity as shown on the Contractor's approved schedule.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Clearing, Stripping, And Grubbing - Disposal Of Material, CLIN 0042

1.1.4.1 Payment

Payment will be made for costs associated with furnishing all labor, materials, and equipment per the contract drawings and specifications including 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 separate payment shall be made for the demobilization, backfilling, and equipment required necessary to complete the dewatering process. Payment will be made for the percentage complete based on the duration of the activity as shown on the Contractor's approved schedule.

Cleared, grubbed, and stripped vegetation shall be disposed of at a commercially approved landfill or commercial waste facility.

1.1.4.2 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 PRICING 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.

1.2.1 Tree Removal, CLIN 0005

1.2.1.1 Payment

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

SECTION 01 22 00 Page 4

1.2.1.2 Unit of Measure

Unit of measure: each tree.

1.2.2 Excavate Existing Fill, CLIN 0010

1.2.2.1 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.

1.2.2.2 Unit of Measure

Unit of measure: cubic yard.

1.2.3 Clearing, Stripping, and Grubbing, CLIN 0014

1.2.3.1 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 cleared, stripped and grubbed areas must be verified by survey.

1.2.3.2 Unit of Measure

Unit of measure: Square feet.

1.2.4 Excavate Loose/Wet Material, Optional CLIN 0016

1.2.4.1 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

SECTION 01 22 00 Page 5 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.

1.2.4.2 Unit of Measure

Unit of measure: cubic yard.

1.2.5 Dispose Loose/Wet Material, Optional CLIN 0017

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 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.

1.2.5.2 Unit of Measure

Unit of measure: cubic yard.

1.2.6 Dispose Of Existing Fill, CLIN 0018

1.2.6.1 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

SECTION 01 22 00 Page 6 disposal of over depth excavated material or for the excavation of any material outside the required slope lines unless authorized.

1.2.6.2 Unit of Measure

Unit of measure: cubic yard.

1.2.7 Levee Fill - Material, Haul, Place, And Compact (Stockpile), CLIN 0026

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.

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.

1.2.7.2 Unit of Measure

Unit of measure: cubic yard.

1.2.8 Levee Fill - Material, Haul, Place, And Compact (Commercial), Optional CLIN 0027

1.2.8.1 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.

SECTION 01 22 00 Page 7

1.2.8.2 Unit of Measure

Unit of measure: cubic yard.

1.2.9 Levee Fill - Material, Haul, Place, And Compact (If Placing Bridging Layer), Optional CLIN 0028

1.2.9.1 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.

1.2.9.2 Unit of Measure

Unit of measure: cubic yard.

1.2.10 Minus 3/4-In Caltrans Class 2 Aggregate Base Course For Exploration Keyway - Material, Haul, Place And Compact, Optional CLIN 0029

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 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.

1.2.10.2 Unit of Measure

Unit of measure: cubic yard

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1.2.11 Minus 3/4-In Caltrans Class 2 Aggregate Base Course For Levee Crown

- Material, Haul, Place And Compact, CLIN 0030

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.

1.2.12 Geotextile Fabric For Bridging Layer - Material And Place, Optional

CLIN 0032

1.2.12.1 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.

1.2.12.2 Unit of Measure

Unit of measure: square yard.

1.2.13 3" To 6" Rock For Bridging Layer - Material, Haul, Place And Compact, Optional CLIN 0034

1.2.13.1 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.

1.2.13.2 Unit of Measure

Unit of measure: cubic yard.

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1.2.14 Hydroseeding, CLIN 0038

1.2.14.1 Payment

Payment will be made for all materials, labor, equipment, and incidentals necessary to furnish the seed mix as specified in the specifications. The unit price shall include all items mentioned above which are necessary to reseed disturbed areas. Quantities for hydroseeded areas shall be verified by survey.

1.2.14.2 Unit of Measure

Unit of measure: square yard.

1.2.15 Excavate Additional Fill, Optional CLIN 0043

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. No allowance will be made for over depth excavation or for the excavation of any material outside of that authorized.

1.2.15.2 Unit of Measure

Unit of measure: cubic 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. The payment request process must begin with the scheduling meeting.

Section 01 32 01 PROJECT SCHEDULE states: "Use the schedule as the

SECTION 01 22 00 Page 10 basis for determining contract earnings during each update period and therefore the amount of each progress payment." The QA Representative 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 Representative 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 must submit a preliminary payment request worksheet to the Quality Assurance (QA )Representative. 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 must also submit all required back-up documentation if applicable, such as surveys, concrete calculations, weight tickets for tonnage items, etc.

d. QA Representative will meet with the Contractor to determine if the preliminary pay request and corresponding back-up is acceptable. The QA Representative 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 will sign and date the last page.

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

3.2.2 Required Documents

Pay request packages from Contractors must 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).

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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 will 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.

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SECTION 01 22 00 Page 12

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 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 CM

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; G

Justification of…