Amend_0004_SPEC_Changes.pdf

SOLICIATION NO. W91238-19-R-0047

1 of 1 AM0004

SACRAMENTO RIVER BANK PROTECTION PROJECT

FEATHER RIVER EROSION REPAIR SITE, RIVER MILE 1.0L – CONTRACT 09

SACRAMENTO VALLEY, CALIFORNIA

AMENDMENT 0004 - SUMMARY:

A) SPECIFICATION 1693

1) Replaced entire Section 01 00 00.

2) Replaced entire Section 01 22 00.

3) Replaced entire Section 01 32 01.

4) Replaced entire Section 01 35 13.

5) Replaced entire Section 31 23 23

Feather River RM 1.0L-Contract 9 1693

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 COMMENCEMENT, PROSECUTION, & COMPLETION OF WORK

1.4 SCRAP MATERIAL

1.5 UTILITIES

1.6 HAZARDOUS NOISE AREA

1.7 PRICING SCHEDULE ITEM OVERRUN

1.8 UNITED STATES NOT A PARTY

1.9 WARRANTY OF CONSTRUCTION

1.10 AFTER AWARD DOCUMENTS

1.11 AVAILABILITY OF CADD DRAWING FILES

1.12 NON CONTRACT WORK

1.13 PARTNERING

1.14 INFORMAL PARTNERING

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

AM0004

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. Code (USC)

41 USC 11 No contracts or purchases unless authorized or under adequate appropriation; report to the Congress

41 USC 12 No contract to exceed appropriation

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 Heros Act http://benefits.va.gov/vow/

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

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

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

1.3 COMMENCEMENT, PROSECUTION, & COMPLETION OF WORK

Commencement of work under this Contract must be within 10 working days after the date the Contractor receives the notice to proceed (NTP). All work should be prosecuted diligently, completing the entire Contract

SECTION 01 00 00 Page 2 requirements not later than 320 days after NTP. The time stated for completion includes final cleanup of the premises, final as-built's and related Contract closeout documentation.

All IN-WATER work (defined as anywork related to equipment and materials in, on, or going into the water) must be conducted between July 1st and November 30thOctober 31st within the stated construction timeframe for this Contract and in accordance USACE environmental protection agreements.

In accordance with the Central Valley Flood Protection Board (CVFPB) construction work which may impair or impact the levee profile is only permitted between April 15th and October 31st of the stated construction timeframe for this Contract. The construction work required under this Contract is not expected to impair or impact the levee profile but the Contractor must be mindful of this construction window. The Contractor is responsible for coordination of all work item schedules and notifying the Contracting Officer and their Contracting Officer Representative of any work that may impair or impact the levee profile, ensuring that those work items are conducted between April 15th and October 31st and providing a 30 day notification prior to commencement of those work items.

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 due allowance for value have been made, if any, of such scrap in the Contract price.

1.5 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the plans and not visible as to the date of this Contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the Contract price must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.6 HAZARDOUS NOISE AREA

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

1.7 PRICING SCHEDULE 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.

1.8 UNITED STATES NOT A PARTY

a. No appropriated funds exist for the construction which is the subject

SECTION 01 00 00 Page 3 of this IFB. Article 1, Section 9, Clause 7, of the U.S. Constitution states: "No money shall be drawn from the Treasury, but in Consequence of Appropriations made by Law". 41 USC 11 states: No Contract on behalf of the United States shall be made, unless the same is authorized by law or under an appropriation adequate to its fulfillment-". 41 USC 12 states: "No contract shall be entered into for the erection, repair, or furnishing of any public building -- which shall bind the Government to pay a larger sum of money than the amount in the Treasury appropriated for the specific purpose."

b. Since no funds have been appropriated for the construction, it would be illegal for the United States of America to enter into a Contract for the construction.

c. In the event funds are insufficient to complete the project, the Contractor will have no obligation to continue work on the project.

This is the only exception to the last sentence of the disputes clause.

1.9 WARRANTY OF CONSTRUCTION

a. Performance Bond.

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

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer must have a right to demand that said work be performed under the 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., must be handled by the Contractor on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification must 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 Paragraph titled 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, SECTION 01 00 00 Page 4 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 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 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 Paragraph titled 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" 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.

SECTION 01 00 00 Page 5

1.10 AFTER AWARD DOCUMENTS

Provide five hard copy sets of the Contract drawings and specifications to the Government. The hard copy drawings must be 1 set of ANSI D (22" x 34"), 4 sets of half size (11 x 17) and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts. Provide these documents within 5 work days of the execution of the NTP from the Government.

The Government will provide an optical disc, without charge, containing the electronic CADD files and Portable Document Format (PDF) files of the plans and specifications to prepare stated five hard copy sets of awarded plans and specs, any Contract amendment submittals, as-built/as-constructed drawings and a submittal register data file in comma separated value (CSV) format.

1.11 AVAILABILITY OF CADD DRAWING FILES

After award, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will be made available to the Contractor for use in preparation of construction data related to the referenced Contract subject to the following terms and conditions.

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse must be at the sole risk of the Contractor and without liability or legal exposure to the Government. Make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. To the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents must govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the Contract documents, including and without limitation, the need to check, confirm and coordinate the work of all Contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this Contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) must be removed.

1.12 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.

SECTION 01 00 00 Page 6

1.13 PARTNERING

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

All projects require some form of partnering. Small projects must have an Issue Resolution Matrix at a minimum. As project increases in size/complexity, partnering processes will expand accordingly.

1.14 INFORMAL PARTNERING

The Contracting Officer will organize the Partnering sessions with key personnel of the project team, including Contractor personnel and Government personnel. The initial Partnering session will be a part of the Pre-Construction (PreCon) meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor. The initial Informal Partnering session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals. Informal Partnering is led by Government resident engineer personnel at the PreCon meeting.

PART 2 PRODUCTS

Samples and/or cut sheets of products utilized in the construction of the site and its components must be submitted to the USACE construction representatives for approval prior to commencement of work.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 00 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization (Pricing Schedule Item 0001)

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Temporary Storm Water Pollution Control (Pricing Schedule Item

0010)

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Clearing (Pricing Schedule Item 0002)

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Soil-Filled Quarry Stone (Pricing Schedule Item 0003)

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Quarry Stone (Pricing Schedule Item 0004)

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Weigh Bills and Delivery Tickets

1.3.4 Soil Cover (Pricing Schedule Item 0005)

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 In-Stream Wood Material (Pricing Schedule Item 0006)

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Erosion Control Seeding (Pricing Schedule Item 0007)

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Beaver Barrier Fence (Pricing Schedule Item 0008)

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 Gravel Interface Layer (Pricing Schedule Item 0009)

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 Revegetation Sign (Pricing Schedule Item 0011)

SECTION 01 22 00 Page 1

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

3.2 REQUIRED PROCEDURE

3.3 REQUIRED DOCUMENTS

-- End of Section Table of Contents --

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

Weigh Bills and Delivery Tickets

1.2 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.

1.2.1 Mobilization and Demobilization (Pricing Schedule Item 0001)

1.2.1.1 Payment

Payment will be made for Pricing Schedule Item 0001 "MOBILIZATION AND DEMOBILIZATION" which price will include costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION, including but not limited to: staging areas, drilling, general prep work, field offices and for all other work covered by these specifications. Price will also include any work for installation of temporary fences, Temporary Protective and Security Fencing, fence fabric, posts and fasteners, and the Contracting Officer's Office, as specified in Section 01 71 10 MOBILIZATION AND DEMOBILIZATION, as shown on the Drawings, and as specified by the Contracting Officer.. Payment also includes full compensation for all costs associated with mobilization (60 percent) and demobilization (40 percent) with as-built drawings being a subsidiary cost of demobilizations at 0.5 percent of the original Contract award amount.

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 (Pricing Schedule Item 0010)

1.2.2.1 Payment

Payment will be made for Pricing Schedule Item 0010 "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 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.

1.3.1 Clearing (Pricing Schedule Item 0002)

1.3.1.1 Payment

Payment will be made for Pricing Schedule Item 0002 "CLEARING" which price will include costs associated with providing all labor, equipment, tools, supplies, and incidentals necessary to complete the CLEARING as specified in Section 31 11 10 CLEARING.

1.3.1.2 Measurement

Measure the CLEARING for payment by the total area, in acres, cleared. The basis of measurement will be a survey of the area prior to clearing and a second survey of the same area after the completion of the clearing. Over clearing performed for the convenience of the Contractor must not be measured for payment.

1.3.1.3 Unit of Measure

Unit of measure: Acre.

1.3.2 Soil-Filled Quarry Stone (Pricing Schedule Item 0003)

1.3.2.1 Payment

Payment will be made for Pricing Schedule Item 0003 "Soil-Filled Quarry Stone" which price will include costs associated with providing all labor, equipment, tools, supplies, and incidentals necessary (including, but not limited to, Coir Fabric, Type 1 and Soil Fill) to construct the Soil-Filled Quarry Stone as specified in Section 35 42 38 STONE PROTECTION and as shown on the Drawings. Payment will not be made for materials placed that exceed the maximum tolerance.

SECTION 01 22 00 Page 4

1.3.2.2 Measurement

Measure the Soil-Filled Quarry Stone for payment by use of the average end area method. The basis of measurement will be a survey of the area after Quarry Stone placement is completed and prior to placement of the Soil-Filled Quarry Stone, and a second survey of the same area after the placement of the Soil-Filled Quarry Stone. Survey cross sections must be taken in sufficient numbers to account for geometric changes in the cross sections but not less than 25-foot increments measured along the control alignment. For areas where lines and grades are shown on the plans, measurement will be limited to those lines and grades.

1.3.2.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.3.3 Quarry Stone (Pricing Schedule Item 0004)

1.3.3.1 Payment

Payment for Quarry Stone, measured as specified, will be made at the Contract unit price per ton for Pricing Schedule Item 0004 "Quarry Stone" the price of which includes all costs of furnishing, hauling, and placing the Quarry Stone as specified in Section 35 42 38 STONE PROTECTION.

Payment will not be made for materials placed that exceed the maximum tolerance.

1.3.3.2 Measurement

Measure Quarry Stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and round the final quantity of each truckload to the nearest whole ton. Weigh empty vehicles used for hauling materials daily, at such time as desired, and each must bear a plainly legible identification mark.

1.3.3.3 Unit of Measure

Unit of measure: ton (2,000 pounds).

1.3.3.4 Weigh Bills and Delivery Tickets

Submit copies of weigh bills or delivery tickets daily during the progress of the work. Furnish the scale tickets for each load of material weighed, date, time, and location of loading. Deliver individual tickets at the time of delivery or at the end of each work shift. Furnish a master log of all vehicle loadings for each day of loading operations. File the master log of loadings, certified weigh bills and/or certified delivery tickets.

Prior to final payment, furnish written certification that the material recorded on the submitted weigh bills and/or certified tickets was actually used in the construction covered under this Contract.

1.3.4 Soil Cover (Pricing Schedule Item 0005)

1.3.4.1 Payment

Payment for Soil Cover, measured as specified, will be made at the Contract unit price per cubic yard for Pricing Schedule Item 0005, "Soil Cover" the price of which must include all costs of furnishing, hauling, and placing the Soil Cover Material as specified in Section 31 23 23 FILL and as shown

SECTION 01 22 00 Page 5 on the Drawings. Payment will not be made for materials placed that exceed the maximum tolerance.

1.3.4.2 Measurement

Soil Cover will be measured for payment by the cubic yard of Soil Cover placed in accordance with the Drawings. Volumetric quantity of the Soil Cover must be based entirely on the computed volume between the Preconstruction Survey and Post-Construction Survey, computed by the average end area method. Measurement of the Soil Cover that exceed required thickness will not be made.

1.3.4.3 Unit of Measure

Unit of measure: Cubic Yard.

1.3.5 In-Stream Wood Material (Pricing Schedule Item 0006)

1.3.5.1 Payment

Payment will be made for Pricing Schedule Item 0006 "In-Stream Wood Material" measured as specified, will be made at the Contract unit price.

The In-Stream Wood Material schedule price must include full compensation for all costs associated with In-Stream Wood Material, including but not limited to: collection, shipping, storage, delivery and placement of In-Stream Wood in accordance with Section 35 49 10 IN-STREAM WOOD MATERIAL and as directed by the Contracting Officer.

1.3.5.2 Measurement

In-Stream Wood Material will be measured for payment by counting each tree properly anchored in place as shown on the Drawings.

1.3.5.3 Unit of Measure

Unit of measure: Each.

1.3.6 Erosion Control Seeding (Pricing Schedule Item 0007)

1.3.6.1 Payment

Payment will be made for Pricing Schedule Item 0007 "Erosion Control Seeding" which price will include costs associated with operations necessary for Grass Seeding And Erosion Control in accordance with Section 32 92 33 GRASS SEEDING AND EROSION CONTROL and as directed by the Contracting Officer. Payment will include, but not be limited to delivery, layout, slope preparation, trenching, fabric and material installation, trenching, seeding, mulching, tackifying, repair and reseeding, staking, cleanup, and removal.

1.3.6.2 Measurement

Measure the Erosion Control Seeding for payment by the total area, in acres, seeded. The basis of measurement will be a survey of the area prior to Erosion Control Seeding and a second survey of the same area after the completion of the Erosion Control Seeding. Extra Erosion Control Seeding for the convenience of the Contractor must not be measured for payment.

SECTION 01 22 00 Page 6

1.3.6.3 Unit of Measure

Unit of measure: Acre.

1.3.7 Beaver Barrier Fence (Pricing Schedule Item 0008)

1.3.7.1 Payment

Payment for Beaver Barrier Fence installation will be made at the Contract unit price for Pricing Schedule Item "Beaver Barrier Fence" which must include costs of all labor, equipment, and materials required to perform the work as shown on the drawings.

1.3.7.2 Measurement

Beaver Fence Barrier will be measured for payment along the length of the repair as shown on the drawings.

1.3.7.3 Unit of Measure

Unit of measure: Lineal Feet.

1.3.8 Gravel Interface Layer (Pricing Schedule Item 0009)

1.3.8.1 Payment

Payment for the Gravel Interface Layer will be made at the Contract unit price for Pricing Schedule Item "Gravel Interface Layer" which must include costs of all labor, equipment, and materials required to perform the work as shown on the drawings.

1.3.8.2 Measurement

Gravel Interface Layer will be measured for payment by the cubic yard of Type A HMA 1/2 inch material placed in accordance with the Drawings.

Volumetric quantity of the Gravel Interface Layer must be based entirely on the computed volume between the Preconstruction Survey and Post-Construction Survey, computed by the average end area method.

Measurement of the Gravel Interface Layer that exceed required thickness will not be made.

1.3.8.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.3.9 Revegetation Sign (Pricing Schedule Item 0011)

1.3.9.1 Payment

Payment for Revegetation Sign and installation will be made at the Contract unit price for Pricing Schedule Item "Revegetation Sign" which must include costs of all labor, equipment, and materials required to perform the work described.

1.3.9.2 Measurement

Revegetation Sign will be measured for payment by counting each sign in place as shown on the Drawings.

SECTION 01 22 00 Page 7

1.3.9.3 Unit of Measure

Unit of Measure: Each.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 INVOICE SUBMISSION PROCEDURES

References:

US Amry Corps of Engineers (USACE) QMS.

FAR 52.232-5, Payments under Fixed-Price Construction Contracts.

FAR 52.232-27, Prompt Payment for Construction Contracts.

3.2 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 basis for determining Contract earnings during each update period and therefore the amount of each progress payment." The QA Rep or Project Engineer will meet with the Contractor each month and mutually agree to the quantities and lump sum percentages to be invoiced prior to the Contractor's official invoice being submitted to the Administrating Office.

b. The Contractor must print a copy of the Contractor's Pay Request Form from RMS to record the mutually agreed upon quantities and percentages.

NOTE: Contractor earnings must not be projected. This form must be signed and dated by the QA Rep and the Contractor. Consideration will be given to safety, submittals, Contractor quality control (CQC), acceptable work, as well as overall progress. In the case of deficient work, withholding the cost of removal and reconstruction must be considered.

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

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

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

SECTION 01 22 00 Page 8

3.3 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 (hard copy not required, will be verified in

RMS).

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

RMS).

g. Current QC Test Log (entered and printed from 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.

-- End of Section --

SECTION 01 22 00 Page 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACTOR SCHEDULING REPRESENTATIVE QUALIFICATIONS

1.4 PROJECT SEQUENCE

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 Approved Project Schedule

3.1.2 Schedule Update Status Reports

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Durations

3.3.2.2 Procurement Activities

3.3.2.3 Mandatory Tasks

3.3.2.4 Government Activities

3.3.2.5 Activity Responsibility Coding (RESP)

3.3.2.6 Activity Work Area Coding

3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA)

Coding (MODF)

3.3.2.8 Pricing Schedule Item Coding (BIDI)

3.3.2.9 Category of Work Coding (CATW)

3.3.2.10 Definable Features of Work Coding (FOW1, FOW2, FOW3)

3.3.3 Scheduled Project Completion and Activity Calendars

3.3.3.1 Project Start Date

3.3.3.2 Schedule Constraints and Open Ended Logic

3.3.3.3 Early Project Completion

3.3.4 Interim Completion Dates

3.3.4.1 Start Phase

3.3.4.2 End Phase

3.3.4.3 Phase "X" Hammock

3.3.5 Default Progress Data Disallowed

3.3.6 Out-of-Sequence Progress

SECTION 01 32 01 Page 1

3.3.7 Negative Lags and Start to Finish Relationships

3.3.8 Calculation Mode

3.3.9 Milestones

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary NAS Project Schedule Submission

3.4.2 Initial NAS Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.4.4 Standard Activity Coding Dictionary

3.4.4.1 Workers Per Day (WRKP)

3.4.4.2 Responsible Party Coding (RESP)

3.4.4.3 Area of Work Coding (AREA)

3.4.4.4 Modification Number (MODF)

3.4.4.5 Pricing Schedule Item Coding (BIDI)

3.4.4.6 Phase of Work Coding (PHAS)

3.4.4.7 Category of Work Coding (CATW)

3.4.4.8 Feature of Work Coding (FOW)

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data Optical Discs

3.5.2 Narrative Report

3.5.3 Approved Changes Verification

3.5.4 Schedule Reports

3.5.4.1 Activity Report

3.5.4.2 Logic Report

3.5.4.3 Total Float Report

3.5.4.4 Earnings Report by Pricing Schedule Item

3.5.4.5 Activity Resource Loading

3.5.5 Network Diagram

3.5.5.1 Continuous Flow

3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

3.5.5.4 Banding

3.5.5.5 S-Curves

3.6 PERIODIC SCHEDULE UPDATE MEETINGS

3.6.1 Update Submission Following Progress Meeting

3.6.2 Status of Activities

3.6.2.1 Start and 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 REQUESTS FOR TIME EXTENSIONS

3.7.1 Justification of Delay

3.7.2 Submission Requirements

3.7.3 Additional Submission Requirements

3.8 DIRECTED CHANGES

3.9 WEEKLY PROGRESS MEETINGS

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

-- End of Section Table of Contents --

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.

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. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G

Initial NAS Project Schedule; G

Preliminary NAS Project Schedule; G

Periodic Schedule Updates; G

Data Optical Discs;

Justification of Delay;

Proposed Schedule Revisions; G

Contractor Scheduling Representative Qualifications

1.3 CONTRACTOR SCHEDULING REPRESENTATIVE QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation and submittal of the entire project schedule including all items specified below and revisions to the schedule or supplemental completion schedules, and all required updating (activity status) and preparation of reports, as applicable or directed by the Contracting Officer. The scheduling representative will have a minimum of 3 years experience developing Precedence Diagram Method (PDM) schedule using P6.

SECTION 01 32 01 Page 3

1.4 PROJECT SEQUENCE

The sequence for this project is critical due to environmental and river level constraints. The Contractor must schedule work activities within the following windows allowed for construction.

a. All in water work must be complete not later than November 30thOctober 31, 2019.

b. Existing vegetation which requires in place protection must be protected throughout duration of the construction in accordance with Section 01 57 19 TEMPORARYENVIRONMENTAL CONTROLS.

c. The Contractor's schedule must include time restriction and date restrictions for all in water work as stated in specification 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS.

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.

2.1.2 Contractor Software

Scheduling software used by the Contractor must 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 must be created and supported by the software manufacturer.

2.1.2.1 Primavera

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

2.1.2.2 Other Than Primavera

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule,(PS) as specified herein, pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the

SECTION 01 32 01 Page 4 construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel will actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.2 Schedule Update Status Reports

Provide an updated schedule at the Weekly Progress Meeting as defined in this specification. The Government will use the NAS Project Schedule to evaluate the Contractor's progress for timely completion, plan for Quality Assurance verification of the work and evaluate the effects of a proposed modification on the Contract duration (critical path activities). If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor must 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 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.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer must 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

Use the schedule as 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 an inability of the Contracting Officer to evaluate Contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by Contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading must be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a Contract CLINPricing Schedule Item must equal the value of the ItemCLIN on the Schedule.

SECTION 01 32 01 Page 5

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the NAS Project Schedule must be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule. Scheduling software that meets the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 are Primavera Project Planner (P6) by Primavera, and Open Plan by Deltek. The Contractor must provide to the Government a complete input listing for the selected software. Manual methods used to produce any required information must require prior approval by the Contracting Officer. The Contracting Officer intends to use P6.

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM). Present task durations in workdays.

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, 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:

3.3.2.1 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 must have Original Durations (OD) greater than 20 work days or 30 calendar days. Durations must be in workdays. Procurement activities are defined herein.

3.3.2.2 Procurement Activities

The PS must include activities associated with the submittal, approval, procurement, delivery of long lead materials, and equipment. Long lead procurement activities are those with an anticipated procurement sequence of over 30 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, and deliver.

3.3.2.3 Mandatory Tasks

Include and properly schedule the following mandatory tasks:

a. Submission and approval of Accident Prevention Plan (APP)to include the appendix Injury and Illness Prevention Program (IIPP).

b. Submission and approval of Activity Hazard Analysis (AHA)

c. Submission and approval of as-built drawings.

d. Start and duration of clearing

e. Start and duration of placing Quarry Stone.

SECTION 01 32 01 Page 6

f. Start and duration of placing Soil-Filled Quarry Stone

g. Start and duration of applying Erosion Control Seeding

h. Start and milestones of Temporary Storm Water Pollution Control BMP's.

j. Install Existing Tree Protection and Vegetation Protection Fencing.

k. Submission and approval of Construction Plan, Traffic Control Plan & Temporary Sign Plan

l. Other systems testing, if required.

m Contractor's pre-final inspection.

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

o. Government's pre-final inspection.

p. Correction of punch list from pre-final inspection.

q. Final inspection.

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, inspections, utility tie-in,and Notice to Proceed (NTP) for phasing requirements.

Government approval of shop drawings activities should be shown with the duration at least the minimum allowed by the Contract. The Contractor's failure to provide reasonable durations in its schedule for Government activities does not 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 10 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. CQC completion inspection of the entire project.

b. Contractor works off CQC punchlist.

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

d. Contractor works off prefinal punchlist.

e. Final/acceptance inspection of the entire project.

f. Contractor works off final punchlist.

3.3.2.5 Activity Responsibility Coding (RESP)

Assign responsibility Code for all activities to the Prime Contractor, Subcontractor or Government agency responsible for performing the activity. Activities coded with a Government Responsibility code include, SECTION 01 32 01 Page 7 but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements. Code all activities not coded with a Government Responsibility Code to the Prime Contractor or Subcontractor responsible to perform the work. Activities must not 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). Unacceptable code values are abbreviations of the names of subcontractors.

3.3.2.6 Activity Work Area Coding

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.