Attachment 1 - Specifications.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

INVITATION FOR BID (IFB)

AMERICAN RIVER COMMON FEATURES (WRDA

2016) SACRAMENTO RIVER EROSION

PROTECTION CONTRACT 1, RIVER MILE 55.2L

SACRAMENTO COUNTY, CALIFORNIA

PROJECT NO. 456852

SPECIFICATION NO. 2290

DESIGN FILE NO. 6-04-2294

ARCF Sacramento River Erosion, Contract 1, RM 55.2L 2290

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

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

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 10 CLEARING

31 23 23 FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 33 GRASS SEEDING AND EROSION CONTROL

32 94 15 BEAVER BARRIER FENCE AND REVEGETATION SIGN

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 41 13 IN-STREAM WOOD MATERIAL

35 42 38 STONE PROTECTION

-- 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 REFERENCES

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

CONTRACTS

1.3 SUBMITTALS

1.4 SCRAP MATERIAL

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.7 GENERAL SAFETY REQUIREMENTS

1.8 UTILITIES

1.9 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.11 HAZARDOUS NOISE AREA

1.12 AGGREGATE SOURCES

1.13 BID ITEM OVERRUN

1.14 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.15 WARRANTY OF CONSTRUCTION

1.16 NON CONTRACT WORK

1.17 DAMAGE TO ROADS

1.17.1 Documentation Regarding Potential Damage to Access Routes

1.17.1.1 Preconstruction Quantity Survey Plan

1.17.1.2 Preconstruction Access Road Survey

1.17.1.3 Post-Construction Access Road Survey

1.18 Transient Population

1.19 ENVIRONMENTAL LITIGATION

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 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

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

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

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

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

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

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

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/e1-hireOurSoldiers.html

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

Guide to Hiring Veterans - Reference Material https://www.dol.gov/veterans/Employer-Guide-to-Hire-Veterans-DEC-2017.pdf

1.3 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:

SECTION 01 00 00 Page 2

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey

Transient Population Safety Plan; G

SD-11 Closeout Submittals

Post-construction Access Road Survey

1.4 SCRAP MATERIAL

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

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the Contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the Contract. Furnish with each guarantee:

The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.7 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.8 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. Take care to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through 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 01 00 00 Page 3

1.9 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures to be of as short a duration as possible and to be scheduled as far in advance as possible with the Contracting Officer, 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 outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the Contractor will be held responsible for any violations.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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 will reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY:

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

(07) (07) (06) (03) (02) (01) (00) (00) (01) (02) (04) (06)

Upon execution of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor must 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.

97Refer to ER 415-1-15 .

1.11 HAZARDOUS NOISE AREA

Work area for this Contract is located within a high noise area and can be hazardous to the human ear. Provide adequate ear protection as may be required for Contractor's personnel at the job site.

1.12 AGGREGATE SOURCES

a. Source: Produce the aggregate from the Quarry site which meets the requirements of the specifications, located closest to the project site.

SECTION 01 00 00 Page 4

1.13 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.

1.14 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site are to be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.15 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 has 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 to 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 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 FAR Clause 52.246-21 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

SECTION 01 00 00 Page 5 of the construction warranty to 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 must furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact must be located within the local service area of the warranted construction, must be continuously available, and must be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his responsibilities in connection with FAR Clause 52.246-21 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 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" to 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 are to 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 constitutes a separate procurement action by the using service.

SECTION 01 00 00 Page 6

1.16 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.

1.17 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 is to restore to pre-project conditions all such roads. Repairs 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 AND CONTROLS.

1.17.1 Documentation Regarding Potential Damage to Access Routes

1.17.1.1 Preconstruction Quantity Survey Plan

Complete and submit a Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Preconstruction Access Road Survey and the Post-Construction Access Road Survey. Include the procedures to follow in conducting the surveys.

1.17.1.2 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 is to be in a digital format.

Photographs are to be digital.

1.17.1.3 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.

1.18 Transient Population

The Contractor must assist the Government's public outreach program during that same period to post notifications as determined by the Government.

The City of Sacramento Police Department Impact Team will relocate the transient persons. Enforcement requests must be made to the Contracting Officer at the end of the notice period if the excluded phase work area is repopulated. The Contractor must not attempt to move members of the transient population remaining in or returning to work areas, which is the responsibility of local law enforcement or other authorized agencies or services.

The Contractor must be responsible for the safety of the public within the limits of construction during the course of construction. In particular, the project site is a known location of transient persons. Prior to the commencement of construction activities, submit a Transient Population Safety Plan depicting proposed phasing, signage, fencing, and other protective measures to provide for the safety of the public and transient

SECTION 01 00 00 Page 7 community. At a minimum the plan must include the following:

a. Work zones in which the public and transient population must be excluded during the various phases of construction

b. Safety fencing locations.

c. Proposed signage to be placed, including frequency of signage.

d. Locations within the project limits that remain open to the public during periods of non-construction activity based on various phases of construction.

e. Identification of public access and path of travel during various phases of construction.

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

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

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

See Section 01 78 00 CLOSEOUT SUBMITTALS for Government furnished materials.

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide conformed hard copy sets reproduced from the PDF Contract documents 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 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Temporary Storm Water Pollution Control

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Clearing

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Soil Filled Quarry Stone Type C

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit Measure

1.3.3 Quarry Stone Type C

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Planting Bench Mix (Top Soil Material)

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 In-Stream Wood Material

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Grass Seeding and Erosion Control

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Beaver Barrier Fence

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 Revegetation Sign

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

PART 2 PRODUCTS

SECTION 01 22 00 Page 1

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

3.1.1 Required Procedure

3.1.2 Required Documents

SECTION 01 22 00 Page 2

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 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-03 Product Data

1.2 SINGLE JOB PAYMENT ITEMS

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

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Measurement and payment for mobilization, demobilization, including but not limited to: staging areas, drilling, general prep work, field offices and for all other work covered by this section of the specifications and any work for installation of temporary fences and the Contracting Officer's Office, must be made at the Contract job price for ITEM "MOBILIZATION AND DEMOBILIZATION" which payment must constitute full compensation for all work covered by this section of the specifications, as shown on the drawings and as specified by the Contracting Officer.

Temporary Protective and Security Fencing is to be included in the job price for item "MOBILIZATION AND DEMOBILIZATION." Payment includes all costs of labor, equipment and materials, including fence fabric, posts and fasteners, required to install, maintain and remove the fence.

1.2.1.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 3

1.2.2 Temporary Storm Water Pollution Control

1.2.2.1 Payment

Payment will be made for costs associated with Temporary Storm Water Pollution Control, which price will include all costs of furnishing, placing, establishing temporary storm water pollution control, and removing temporary BMPs at the end of the job as specified in Section

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL.

1.2.2.2 Unit of Measure

Unit of measure: Job

1.3 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 BID 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.

1.3.1 Clearing

1.3.1.1 Payment

Payment for clearing will be made at the Contract unit price for Bid Item, "Clearing", which price will include costs of all labor, equipment, and materials required to perform the work described in this section. The refilling of holes resulting from clearing operations will be considered subsidiary obligation of the Contractor.

1.3.1.2 Measurement

Measurement for clearing will be made in square feet of the total area cleared for stone protection placement.

1.3.1.3 Unit of Measure

Unit of Measure: Square Foot (SF)

1.3.2 Soil Filled Quarry Stone Type C

1.3.2.1 Payment

Soil Filled Quarry Stone Type C payment for, measured as specified, will be made at the Contract unit price per cubic yard for bid item, "Soil Filled Quarry Stone Type C", which price includes all cost of furnishing, hauling, and placing the Soil Filled Quarry Stone. Payment will not be made for materials placed that exceed the maximum tolerance.

1.3.2.2 Measurement

Soil Filled Quarry Stone Type C will be measured for payment by the cubic yard of quarry rock and soil fill placed in accordance to Section 35 42 38 Stone Protection and the drawings. Acceptance of placed Soil Filled Quarry Stone Type C is based on approval by the Contracting Officer.

SECTION 01 22 00 Page 4

1.3.2.3 Unit Measure

Unit of Measure: Cubic yard (CY)

1.3.3 Quarry Stone Type C

1.3.3.1 Payment

Quarry Stone Type C payment for, measured as specified, will be made at the Contract unit price per cubic yard for bid item, "Quarry Stone Type C", which price includes all cost of furnishing, hauling, and placing the Quarry Stone. Payment will not be made for materials placed that exceed the maximum tolerance.

1.3.3.2 Measurement

Quarry Stone Type C will be measured for payment by the cubic yard of quarry rock placed in accordance to Section 35 42 38 Stone Protection and the drawings. Acceptance of placed Quarry Stone Type C is based on approval by the Contracting Officer.

1.3.3.3 Unit of Measure

Unit of Measure: Cubic yard (CY)

1.3.4 Planting Bench Mix (Top Soil Material)

1.3.4.1 Payment

Payment for Top Soil Mixture, measured as specified, will be made at the Contract unit price for Bid Item, "Planting Bench Mix (Topsoil Material)", which price includes cost of furnishing, hauling, and placing the Top Soil Mixture.

1.3.4.2 Measurement

Top Soil Mixture will be measured for payment by the cubic yard of soil placed in accordance to the cross sections shown on the drawings.

1.3.4.3 Unit of Measure

Unit of Measure: Cubic yard (CY)

1.3.5 In-Stream Wood Material

1.3.5.1 Payment

Payment for In-stream Wood Material, measures as specified, will be made at the Contract unit price for Bid Item, "In-Stream Wood Material", which price will include compensation for all costs associated with In-Stream Wood including, but not limited to collection, shipping, storage, delivery, and placement of In-Stream Wood.

1.3.5.2 Measurement

In-stream wood materials will be measured for payment by counting each tree properly anchored as shown on the drawing.

SECTION 01 22 00 Page 5

1.3.5.3 Unit of Measure

Unit of Measure: Each (EA)

1.3.6 Grass Seeding and Erosion Control

1.3.6.1 Payment

Payment for Grass Seeding and Erosion Control will be made for costs associated with operations necessary for grass seeding and erosion control in accordance with plans and specifications and as directed by the Contracting Officer. Payment for Grass Seeding and Erosion Control will include, but not limited to delivery, layout, slope preparation, trenching, material installation, seeding, mulching, tackifying, repair, reseeding, staking, cleanup, and removal. Payment excludes any effort paid as a part of Temporary Storm Water Pollution Control as this is paid for separately

1.3.6.2 Measurement

Total Grass Seeding and Erosion Control will be measured for payment in square feet of total area of application.

1.3.6.3 Unit of Measure

Unit of Measure: Square Feet (SF)

1.3.7 Beaver Barrier Fence

1.3.7.1 Payment

Payment for Beaver barrier fencing will be made at the Contract unit price for Bid Item, "Beaver Barrier Fence", which price will include cost of all labor, equipment, and material required to perform the work.

1.3.7.2 Measurement

Beaver barrier fence will be measured for payment in linear feet of properly installed fencing.

1.3.7.3 Unit of Measure

Unit of Measure: Lineal Foot (LF)

1.3.8 Revegetation Sign

1.3.8.1 Payment

Payment for Revegetation Sign will be made at the Contract unit price for Bid Item "Revegetation Sign" which price will include costs of all labor and equipment required to perform the work described in this Section including furnishing and installation.

1.3.8.2 Measurement

Revegetation sign will be measured for payment for each sign placed in accordance to the drawings.

SECTION 01 22 00 Page 6

1.3.8.3 Unit of Measure

Unit of Measure: Each (EA).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

References include U.S. Army Corps of Engineers (USACE) QMS, FAR 52.232-5, Payments under Fixed-Price Construction Contracts, and FAR 52.232-27, Prompt Payment for Construction Contracts.

3.1.1 Required Procedure

a. The payment request process to 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 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. Print a copy of the Contractor's Pay Request Form from RMS to record the mutually agreed upon quantities and percentages. NOTE:

Contractor earnings cannot be projected. This form must 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, consider withholding the cost of removal and reconstruction.

c. 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. 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 to 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. 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. Enter the pay request into RMS.

3.1.2 Required Documents

Pay request packages from Contractors to include the following documents:

SECTION 01 22 00 Page 7

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 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.

SECTION 01 22 00 Page 8

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 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 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

SECTION 01 32 01 Page 1

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

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

3.7 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

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 Delay; G

Time Impact Analysis; G

Forensic Schedule Analysis; G

Schedule Status Report; G

SECTION 01 32 01 Page 3

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 to 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 to 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. Save all files in the Primavera PM XER format.

2.1.2 Contractor Software

Scheduling software used by the Contractor to be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required SDEF file to 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 must be stand-alone and not connected to Government network. Computers and licenses must 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, Schedules 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 to actively participate in its development. Subcontractors and suppliers working on the project to 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)

SECTION 01 32 01 Page 4 of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.1.1 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.2 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer to be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the Contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the Contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The approved Project Schedule is the basis for determining Contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate Contract earned value for the purposes of payment.

Failure to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. The aggregate value of all activities coded to a Contract Line Item Number (CLIN) to equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading to be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

SECTION 01 32 01 Page 5

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities are to have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Long procurement activities.

c. Submission and approval of O & M manuals.

d. Submission and approval of as-built drawings.

e. Contractor's pre-final inspection.

f. Correction of punch list from Contractor's pre-final inspection.

g. Government's pre-final inspection.

h. Correction of punch list from Government's pre-final inspection.

i. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements. Show Government approval of shop drawings activities with at least the minimum duration allowed by the Contract. Failure to provide reasonable durations in the schedule for Government activities does not

SECTION 01 32 01 Page 6 establish or change the Government's review or approval path periods and the durations established for Government's activities are subject to approval by the Contracting Officer.

Allow 30 calendar days total duration prior to current Contract completion date for the following activities. Refer to specification Section 01 45 00 QUALITY CONTROL. Include and properly schedule the following critical tasks:

a. Submission of Contractor Quality Control (CQC) for all mechanical/electrical/information systems tests.

b. Government QA for all mechanical systems acceptance/operational tests.

c. Government QA for all electrical systems acceptance/operational tests.

d. CQC completion inspection of the entire project.

e. Contractor works off CQC punchlist.

f. Prefinal inspection performed when the facility is completed such that it can be used for it intended function, as determined by the Contracting Officer.

g. Contractor works off prefinal punchlist.

h. Final/acceptance inspection of the entire project.

i. Contractor works off final punchlist.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the RMS CM web site: http://rms.usace.army.mil .

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

SECTION 01 32 01 Page 7

Field Activity Code Length Description

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

SECTION 01 32 01 Page 8

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Number (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the Contract specifies phasing with separately defined performance periods,…