W912P5-16-B-0007_TSpecs.pdf

Solicitation No. W912P5-16-B-0007

US Army Corps Of Engineers Nashville District

BIG SOUTH FORK ESA

COMPLIANCE

Wolf Creek Dam Blue Heron, McCreary County, Kentucky

Technical Specifications

July 2016

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Big South Fork ESA Compliance Wolf Creek Dam W912P5-16-B-0007 McCreary County, Kentucky

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 QUALITY CONTROL

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DIVISION 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING, GRUBBING, AND EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

32 93 43 PLANTING TREES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 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 GENERAL

1.2 SCOPE

1.3 REFERENCES

1.4 WARRANTY

1.5 WORKING HOURS

1.6 OCCUPANCY OF PREMISES

1.7 PERMITS AND LICENSES

1.8 PROJECT SIGNS

1.9 NON-COMPLIANCE OF SAFETY AND SECURITY REQUIREMENTS

1.10 PROTECTION OF EXISTING WORK AND DAMAGE REPORTS

1.11 CONTRACT EMPLOYEES

1.12 CONTRACTOR'S STAGING AREA

1.13 SAFE CLEARANCE PROCEDURES

1.14 DAILY CLEANUP AND DISPOSAL

1.15 STORAGE OF EQUIPMENT AND MATERIALS

1.16 WORK COORDINATION

1.17 EVALUATION OF CONTRACTOR PERFORMANCE

1.18 COORDINATION CONFERENCES

1.19 PARTNERING

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

CONTRACTS

1.21 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work for the items described in the bidding schedule. This section is not intended to be all encompassing in the descriptions. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and contract drawings. The Contractor shall bid each type of work under the applicable bid item. Compensation for any item of work described in the contract documents, but not listed in the bid schedule shall be included in the price for the item of work to which it is made subsidiary.

1.2 SCOPE

The scope of this contract includes repairing a section of the right descending bank of the Big South Fork River (Area 1), Pond Remediation, to include Timber Bridge (Area 2) and Concrete Lined Ditch stabilization (Area 3). The work consists of clearing and grubbing of vegetation, excavation of mine spoils and re-grading as preparation for stone installation. The work will also include but not limited to, the installation of geotextile filter fabric and placement of stone protection for streambank stabilization, timber bridge construction, channel lining and step pool structures. Remediation of these project areas is intended to improve aquatic habitat conditions.

1.3 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)

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

ER 385-1-31 (2009) The Control of Hazardous Energy

1.4 WARRANTY

The Contractor shall provide the Government a one year warranty from the date of final acceptance by the Contracting Officer's Representative (COR), and comply with applicable warranty requirements of Section 01 78 00 CLOSEOUT SUBMITTALS. The warranty shall cover defective materials, design and workmanship. In instances where the material or equipment manufacturer's advertised minimum warranty is in excess of one year, it shall remain in force for its full period. Upon receipt of notice from the Contracting Officer of failure of any of the material or equipment during

SECTION 01 00 00 Page 2 the warranty period, the Contractor shall promptly furnish and install new replacement parts at no additional cost to the Government.

1.5 WORKING HOURS

Normal working hours shall be Monday through Friday 7:00 AM to 3:30 PM.

Work shall be scheduled around federal holidays. Any exceptions must be approved by the COR.

1.6 OCCUPANCY OF PREMISES

Big South Fork National River & Recreation Area will be operating during performance of the work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches and roadways.

1.7 PERMITS AND LICENSES

The Contractor shall, at his/her own expense, obtain any licenses, permits or bonding required to perform the contract. The Contractor shall comply with current federal, state, and local laws and regulations and shall comply with any subsequent changes.

1.8 PROJECT SIGNS

a. General. The Contractor shall furnish and erect, within 30 days after issue of the Notice to Proceed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN at the location directed at the entrance to the jobsite. The signs shall be lettered on one side only and shall conform to EP 310-1-6a, EP 310-1-6b, and to the details and colors shown on the sketches attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. The name of the project shall be as follows:

Wolf Creek Dam Big South Fork ESA Compliance

b. Materials. The sign shall be constructed with a face sheet of 3/4 inch exterior grade plywood mounted on a substantial framework of treated 4-inch by 4-inch material. Screws shall be commercial quality and of sizes shown.

c. Painting. The signs and posts shall be given one prime coat and two finish coats of exterior oil paint before lettering. Letters and trim shall be applied to one side only using one coat of enamel of color, style, and size shown.

d. Erection and Maintenance. The signs shall be erected at the designated locations. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs out the life of the contract.

The signs shall be maintained in good condition until completion of the contract, shall remain the property of the Contractor, and shall be removed from the site upon final acceptance of the contract work.

1.9 NON-COMPLIANCE OF SAFETY AND SECURITY REQUIREMENTS

If the Contractor fails or refuses to promptly comply with the safety and security requirements, the COR may issue an order stopping all or part of

SECTION 01 00 00 Page 3 the work until satisfactory corrective action has been taken. No part of the time lost due to any such stoppage shall be made subject to claim for extension of time or for excess costs or damages to the Contractor. The Contractor will not be paid for work not performed as a result of the stop order. Work shall not resume until the Contractor provides evidence to the COR that he/she has complied or will comply with appropriate safety and security regulations.

1.10 PROTECTION OF EXISTING WORK AND DAMAGE REPORTS

In all instances when Government property and/or equipment is damaged by the Contractor's employees or any contract employees, the Contractor shall immediately suspend all work, and notify the COR. A full written report of the incident including the extent of damage shall be submitted to the COR for evaluation within two workdays of occurrence. The Contractor shall wait for a Notification to Proceed from the COR before resuming any work activities.

1.11 CONTRACT EMPLOYEES

a. Contractor, subcontractors, and their employees shall conduct themselves in a proper manner at all times. No alcoholic beverages or controlled substances shall be consumed by the Contractor, subcontractor or his/her employees while on duty.

b. The Contractor expressly agrees to remove from the site any individual whose continued employment is deemed by the COR to be contrary to the public interest or inconsistent with the best interest of the Government.

c. The COR may require the Contractor to immediately remove from the work site any employee who is incompetent or who endangers persons or property or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform the work.

Notification to the Contractor shall be promptly made in writing if time and circumstances permit.

1.12 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area near the jobsite for use as a staging and storage area. The area is shown in the contract drawings. The building of structures, the erection of tents or other forms of protection will be permitted only at such places as the Government shall approve, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a satisfactory manner. Temporary Contractor facilities provided during site operations shall be removed prior to final acceptance from the Government. As a minimum the area shall be left looking "broom clean" and at least as clean as before the structure placement.

1.13 SAFE CLEARANCE PROCEDURES

Project personnel use A Safe Clearance System, as stated in ER 385-1-31 and amended by the Nashville District to ensure continuity of service and safety to personnel and equipment. Any work performed which requires taking the Project's operating equipment out of service will be done only after a formal clearance is obtained by the Contracting Officer with 48-hour minimum notice. Contractor personnel shall not violate clearance.

Any violation of Safe Clearance Procedures will be grounds for removal of

SECTION 01 00 00 Page 4 the offender(s). Up to five copies of the Nashville District Safe Clearance Procedure will be supplied to the Contractor upon request.

1.14 DAILY CLEANUP AND DISPOSAL

Work areas shall be kept reasonably neat on a daily basis. Debris resulting from the work, such as empty paint cans, packing cases, scrap lumber, oil and grease spills, and other debris shall be collected, removed, and disposed of off-site to an approved facility at least once per week. Government trash cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.15 STORAGE OF EQUIPMENT AND MATERIALS

Storage of equipment and materials will be permitted only in designated staging areas.

1.16 WORK COORDINATION

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary. Contractor shall also need to coordinate his or her work with other contractors to avoid conflicts and to maintain equipment access and serviceability.

1.17 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with FAR Part

42.15 in the areas of quality, schedule, cost control, management, utilization of small businesses, and regulatory compliance at minimum. The evaluation will include a written narrative and rating of either exceptional, very good, satisfactory, marginal, or unsatisfactory for each. The format for the evaluation is attached at the end of Section

01 95 00 FORMS AND ATTACHMENTS.

The Contractor's review of the evaluation shall be completed electronically at the CPARS website, http://www.cpars.gov. This website also includes guidance and the user's manual.

Upon contract award, the Contractor shall provide the Contracting Officer with the name and e-mail address of the Contractor's Representative to be registered into the system. Following initial completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

1.18 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this contract. Coordination conferences will be held to discuss contract administration, Contractor quality control, phasing, scheduling, and other aspects relating to this construction. The Corps of Engineers and the Contractor will be represented at each of these meetings. Coordination conferences will be scheduled to occur when notified by the Contracting Officer.

1.19 PARTNERING

In order to most effectively accomplish this contract, the Government urges the Contractor to join the Government in establishing a cohesive and

SECTION 01 00 00 Page 5 professional project management team. Through this "partnering" relationship both entities would strive to draw on the strengths of each organization for the ultimate goal of assuring that the project's intended results are achieved, within budget and on schedule. This endeavor seeks an environment that nurtures team building, cooperation and trust between the Government and the Contractor. The partnering relationship would be bilateral in make-up, and participation will be totally voluntary.

At the discretion of each entity, a joint project management team "partnering" conference will be scheduled. The conference will be attended by multiple officers from each organization representing management and the key jobsite staff of each entity. An appointed individual would chair the conference and the Contractor will be responsible to establish its agenda and distribute minutes of the meeting. A professional facilitator acceptable to both parties would lead the participants of the session, through the steps of team building and the formation of a problem solving mechanism within the group. The conference duration would be no more than one day. Location and accommodations for the conference would be agreed upon by both entities. All costs in connection with rented facilities and the facilitator would be shared equally by the Government and the Contractor. Each organization would pay other costs of its respective employees attending the conference.

Additional partnering sessions would be held intermittently.

Implementation of the partnering concept and philosophy would be an on-going process.

1.20 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 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://wtc.army.mil/modules/employers/index.html

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

Guide to Hiring Veterans - Reference Material:

http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_t

SECTION 01 00 00 Page 6

1.21 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section, except as otherwise provided. The costs thereof shall be included in the item to which the work pertains. Payment for the work required under this contract will made as listed in the bidding schedule and as described in Section 01 22 00 PRICE AND PAYMENT PROCEDURES.

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

NOT USED.

-- End of Section --

SECTION 01 00 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PAYMENT ITEMS

1.2.1 Mobilization and Preparatory Work

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Performance and Payment Bonds

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Geotextile Fabric

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Excavation (Mine Spoils)

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Embankment Fill (Clay Fill)

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Permanent Turf Grass Seeding

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Temporary Seeding

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Topsoil

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Planting Trees

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 KYTC Class II Channel Lining

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 KYTC Class III Channel Lining

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

SECTION 01 22 00 Page 1

1.2.13 Streambank Armor Stone

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Choke Stone (6" Crushed Limestone)

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Boulders (2' - 3' Diameter)

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Timber Bridge

1.2.16.1 Payment

1.2.16.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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

Weight Certificates

1.2 PAYMENT ITEMS

Payment items for the work of this contract for which 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 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 Preparatory Work

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and preparatory work, as defined in Special Clause PAYMENT FOR MOBILIZATION AND PREPARATORY

WORK.

1.2.1.2 Unit of Measure

Unit of measure: Job.

1.2.2 Performance and Payment Bonds

1.2.2.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract

SECTION 01 22 00 Page 3 changes.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.3 Geotextile Fabric

1.2.3.1 Payment

Payment will be made for costs associated with procuring and installing geotextile as shown in the contract drawings and specified in Section

31 05 22 GEOTEXTILES USED AS FILTERS.

1.2.3.2 Measurement

Installed geotextiles will be measured for payment in place to the nearest square yard of protected area. Payment for placing geotextile will be made at the unit price per square yard (SY) for "Geotextile," and will constitute full compensation to the Contractor for providing all plant, labor, material, and equipment and performing all operations necessary for the complete and satisfactory installation of the geotextile. The following items are included in the unit price for Geotextiles and will not be counted a second time in the process of determining the extent of geotextile placed: Material and associated equipment and operation used in laps, seams, or extra length; securing pins and associated material, equipment, and operations. No payment will be made for geotextiles replaced because of waste, contamination, damage, repair, or due to Contractor fault or negligence.

1.2.3.3 Unit of Measure

Unit of measure: square yard (SY).

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

Payment will be made for clearing and grubbing satisfactorily performed in accordance with the contract drawings and specified in Section 31 11 00 CLEARING, GRUBBING, AND EARTHWORK. Payment for clearing and grubbing will be made at the 1 Job price for "Clearing and Grubbing". This price shall include consideration for all required equipment, materials and associated work, and disposal of all associated materials.

1.2.4.2 Unit of Measure

Unit of measure: Job.

1.2.5 Excavation (Mine Spoils)

1.2.5.1 Payment

Payment will be made for costs associated with excavation (mine spoils) as shown in the contract drawings and specified in Section 31 11 00 CLEARING, GRUBBING AND EARTHWORK. This work includes performing required excavation and other operations incidental thereto and disposition of excavated material.

SECTION 01 22 00 Page 4

1.2.5.2 Measurement

Excavation will be measured by the cubic yard in place, based on the average end area method from cross sections taken before and after the excavation operations. Payment for excavation will be made at the contract unit price per cubic yard (CY) for "Excavation (Mine Spoils)". Payment will constitute full compensation for all labor, equipment, tools, supplies, and incidentals necessary to complete all the work required under this section. Disposal of excavated materials shall be considered incidental to this pay item.

1.2.5.3 Unit of Measure

Unit of measure: cubic yard (CY).

1.2.6 Embankment Fill (Clay Fill)

1.2.6.1 Payment

Payment will be made for costs associated with embankment fill, which includes performing required hauling, compaction, and other operations incidental thereto, as shown in the contract drawings and specified in Section 31 11 00 CLEARING, GRUBBING, AND EARTHWORK.

1.2.6.2 Measurement

The total quantity of embankment fill for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.2.6.3 Unit of Measure

Unit of measure: cubic yard (CY).

1.2.7 Permanent Turf Grass Seeding

1.2.7.1 Payment

Payment will be made for costs associated with installing permanent turf grass seeding as specified in Section 32 92 19 SEEDING. Payment for the complete turf grass seeding operation will be made at the 1 Job price for "Permanent Turf Grass Seeding"; which price shall include all costs in connection with tilling, seeding, fertilizing, incorporating, protecting, and maintaining.

1.2.7.2 Unit of Measure

Unit of measure: Job.

1.2.8 Temporary Seeding

1.2.8.1 Payment

Payment will be made for costs associated with installing temporary grass seeding as specified in Section 32 92 19 SEEDING. Payment for the temporary seeding operation will be made at the I Job price for "Temporary Seeding;" which price shall include all costs in connection with

SECTION 01 22 00 Page 5 fertilizing, tilling, seeding, incorporating, protecting, and maintaining.

1.2.8.2 Unit of Measure

Unit of measure: Job.

1.2.9 Topsoil

1.2.9.1 Payment

Payment will be made for costs associated with topsoil, which includes performing required hauling, placement, and other operations incidental thereto, as shown in the contract drawings and specified in Section 32 92 19

SEEDING.

1.2.9.2 Measurement

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

1.2.9.3 Unit of Measure

Unit of Measure: cubic yard (CY).

1.2.10 Planting Trees

1.2.10.1 Payment

Payment will be made for costs associated with planting trees as specified in Section 32 93 43 PLANTING TREES. Payment for planting trees will be made at the contract price per Job for "Planting Trees;" which price shall include all costs in connection with fertilizing, planting, protecting, and maintaining throughout the specified duration.

1.2.10.2 Unit of Measure

Unit of measure: Job.

1.2.11 KYTC Class II Channel Lining

1.2.11.1 Payment

Payment for acceptably placed KYTC Class II Channel Lining will be made at the contract unit price per ton for "KYTC Class II Channel Lining" and as specified in Section 35 31 19 STONE PROTECTION. Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the riprap until final acceptance by the Government. No payment will be made for excess riprap left in place. Existing stone placed in lieu of new stone from off-site sources will be excluded from measurement and payment.

1.2.11.2 Measurement

KYTC Class II Channel Lining will be measured for payment by the ton in the presence of the Contracting Officer, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. The

SECTION 01 22 00 Page 6 scales shall be capable of printing a weight ticket including time, date, truck number, and weight. Weight certificates furnished by a public weighmaster will be acceptable. Quantities shall be computed to the nearest whole ton.

1.2.11.3 Unit of Measure

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

1.2.12 KYTC Class III Channel Lining

1.2.12.1 Payment

Payment for acceptably placed KYTC Class III Channel Lining will be made at the contract unit price per ton for "KYTC Class III Channel Lining" and as specified in Section 35 31 19 STONE PROTECTION. Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the riprap until final acceptance by the Government. No payment will be made for excess riprap left in place. Existing stone placed in lieu of new stone from off-site sources will be excluded from measurement and payment.

1.2.12.2 Measurement

KYTC Class III Channel Lining will be measured for payment by the ton in the presence of the Contracting Officer, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. The scales shall be capable of printing a weight ticket including time, date, truck number, and weight. Weight certificates furnished by a public weighmaster will be acceptable. Quantities shall be computed to the nearest whole ton.

1.2.12.3 Unit of Measure

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

1.2.13 Streambank Armor Stone

1.2.13.1 Payment

Payment for acceptably placed Streambank Armor Stone will be made at the contract unit price per ton for "Streambank Armor Stone" and as specified in Section 35 31 19 STONE PROTECTION. Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the riprap until final acceptance by the Government. No payment will be made for excess riprap left in place. Existing stone placed in lieu of new stone from off-site sources will be excluded from measurement and payment.

1.2.13.2 Measurement

Streambank Armor Stone will be measured for payment by the ton in the presence of the Contracting Officer, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. The scales shall be capable of printing a weight ticket including time, date, truck number, and weight. Weight certificates furnished by a public weighmaster will be acceptable. Quantities shall be computed to the nearest whole ton.

SECTION 01 22 00 Page 7

1.2.13.3 Unit of Measure

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

1.2.14 Choke Stone (6" Crushed Limestone)

1.2.14.1 Payment

Payment for acceptably placed Choke Stone will be made at the contract unit price per ton for "Choke Stone (6" Crushed Limestone)" and as specified in Section 35 31 19 STONE PROTECTION. Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the stone until final acceptance by the Government. No payment will be made for excess stone left in place. Existing stone placed in lieu of new stone from off-site sources will be excluded from measurement and payment.

1.2.14.2 Measurement

Choke Stone will be measured for payment by the ton in the presence of the Contracting Officer, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. The scales shall be capable of printing a weight ticket including time, date, truck number, and weight. Weight certificates furnished by a public weighmaster will be acceptable. Quantities shall be computed to the nearest whole ton.

1.2.14.3 Unit of Measure

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

1.2.15 Boulders (2' - 3' Diameter)

1.2.15.1 Payment

Payment for acceptably placed Boulders will be made at the contract unit price per ton for "Boulders (2' - 3' Diameter)" and as specified in Section 35 31 19 STONE PROTECTION. Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and maintaining the boulders until final acceptance by the Government. No payment will be made for excess boulders left in place.

1.2.15.2 Measurement

Boulders will be measured for payment by the ton in the presence of the Contracting Officer, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. The scales shall be capable of printing a weight ticket including time, date, truck number, and weight. Weight certificates furnished by a public weighmaster will be acceptable. Quantities shall be computed to the nearest whole ton.

1.2.15.3 Unit of Measure

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

1.2.16 Timber Bridge

1.2.16.1 Payment

Payment will be made for pedestrian timber bridge built as shown in contract drawing no. BF-S-231. Payment will be made at the 1 Job price for

SECTION 01 22 00 Page 8

"Timber Bridge". This price shall include consideration for all required equipment, materials and associated work.

1.2.16.2 Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

SECTION 01 22 00 Page 9

SECTION TABLE OF CONTENTS

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

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

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

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3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

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 CD/DVDs

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 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

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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 Preliminary Project Schedule; G Initial Project Schedule; G Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

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

PART 2 PRODUCTS

2.1 SOFTWARE

Use Primavera P6 version 7.0 or later as the scheduling software to produce

SECTION 01 32 01 Page 3 and update the schedules required herein.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development.

Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must 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.

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 may have Original

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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 as-built drawings.

d. Contractor's pre-final inspection.

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

f. Government's pre-final inspection.

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

h. 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: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

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 QCS 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

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Field Activity Code Length Description

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

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.

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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.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (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, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 01 QUALITY CONTROL.

An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

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3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop sSeasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Assign non-work days over a seven-day week as weather records are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends.

3.3.9 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" may have no predecessor logic, and the last activity -"End Project" may have no successor logic.

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Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

3.3.10 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.11 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.12 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

3.3.13 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

3.3.14 Leads, Lags, and Start to Finish Relationships

Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

a. Leads (negative lags) are prohibited.

b. Start to Finish (SF) relationships are prohibited.

3.3.15 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress).