W912P519B0001_Final_Specs.pdf

W912P519B0001

US Army Corps Of Engineers Nashville District

WOLF CREEK PROJECT FLTP PAVING

Wolf Creek Recreation Areas

River Road Harlan County, Kentucky

Fishing Creek Recreation Area Pulaski County, Kentucky

Kendall Forest Campground Russell County, Kentucky

Dam Overlook Russell County, Kentucky

Dam Road Russell County, Kentucky

Technical Specifications

RTA

June 2019

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WOLF CREEK PROJECT FLTP PAVING Wolf Creek Recreational Areas W912P519B0001 Harlan, Pulaski and Russell Counties, 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 FOR SMALL CONTRACTS

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 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 23 00 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16 COLD MILLING ASPHALT PAVING

32 01 17 SEALING CRACKS IN ASPHALT PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

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 COORDINATION CONFERENCES

1.3 PARTNERING

1.4 CONTRACTOR'S STAGING AREA

1.5 DAILY CLEANUP AND DISPOSAL

1.6 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.7 EVALUATION OF CONTRACTOR PERFORMANCE

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

CONTRACTS

1.9 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

3.1.2 Interruptions of Utilities

-- 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. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this project. 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.

1.3 PARTNERING

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

The first step in initiating the concept would be a joint project management team "partnering" conference attended by multiple officers from each organization representing management and the key jobsite staff of each entity. The initial conference would be held within the first thirty (30) days following contract award. The Resident Engineer would chair the conference, 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 of the conference would be offsite within a 60 mile radius of the jobsite at a facility which offers conference rooms and food service. 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 no less than biannually.

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

SECTION 01 00 00 Page 2

1.4 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area within or near the project site for use as a staging area. 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 Construction 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.

1.5 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 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.

1.6 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities shall be protected whether or not shown on the drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the original condition prior to the contract. Costs for repair and restoration of any facilities shall be considered to be incidental to and included in the contract price.

1.7 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, 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.

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

In addition to complying with the requirements outlined in FAR Part 22.13 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-35 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-37 EMPLOYMENT REPORTS ON VETERANS, DFARS 222.13 SPECIAL DISABLED AND VIETNAM ERA VETERANS, 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

SECTION 01 00 00 Page 3 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:

a. U.S. Department of Labor Veterans employment: www.vets.gov/

b. Federal veteran employment information: www.fedshirevets.gov/index.aspx

c. Veterans’ Employment and Training Service (VETS):

http://www.dol.gov/vets/

d. Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

e. U.S. Army Warrior Transition Command Employment Index:

http://www.wct.army.mil/modules/employers/index.html

f. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

g. Guide to Hiring Veterans:

https://obamawhitehouse.archives.gov/blog/2012/04/10/white-house-business-councils-g

1.9 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section.

The costs thereof shall be included in the item to which the work pertains.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Raw water is available with no charge at the sites with the exception of the River Road site. The contractor shall supply any other utilities needed at his cost. The Contractor shall carefully conserve any utilities furnished without charge.

b. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated paraphernalia.

c. The Contractor is responsible for providing drinking water facilities for all personnel associated with this contract.

3.1.2 Interruptions of Utilities

a. No utility services shall be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the Contracting Officer.

SECTION 01 00 00 Page 4

b. Request for Permission to shut down services shall be submitted in writing to the Contracting Officer not less than seventeen (17) days prior to date of proposed interruption. The request shall give the following information:

(1) Nature of Utility (Gas, L.P. or H.P., Water, etc.)

(2) Size of line and location of shutoff.

(3) Buildings and services affected.

(4) Hours and date of shutoff.

(5) Estimated length of time services will be interrupted.

c. Services shall not be shutoff until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

-- End of Section --

SECTION 01 00 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.1.1 Hot Mix Asphalt (HMA) for Roadways 220 LB/SY

1.1.1.1 Payment

1.1.1.2 Measurement

1.1.1.3 Unit of Measure

1.1.2 Grade and Compact Existing Roadway Base

1.1.2.1 Payment

1.1.2.2 Measurement

1.1.2.3 Unit of Measure

1.1.3 Install 6" Polyethylene Drain Pipe

1.1.3.1 Payment

1.1.3.2 Measurement

1.1.3.3 Unit of Measure

1.1.4 No. 57 Stone for French Drain

1.1.4.1 Payment

1.1.4.2 Measurement

1.1.4.3 Unit of Measure

1.1.5 Pavement/Base Demo and Removal, 12" depth

1.1.5.1 Payment

1.1.5.2 Measurement

1.1.5.3 Unit of Measure

1.1.6 Pavement/Base Demo and Removal, 19" depth

1.1.6.1 Payment

1.1.6.2 Measurement

1.1.6.3 Unit of Measure

1.1.7 Asphalt Pavement Shallow Patching Repair

1.1.7.1 Payment

1.1.7.2 Measurement

1.1.7.3 Unit of Measure

1.1.8 Asphalt Pavement Full Depth (Deep) Patching Repair

1.1.8.1 Payment

1.1.8.2 Measurement

1.1.8.3 Unit of Measure

1.1.9 Sawcut Pavement, 4" Depth

1.1.9.1 Payment

1.1.9.2 Measurement

1.1.9.3 Unit of Measure

1.1.10 Sawcut Pavement, 2" Depth

1.1.10.1 Payment

1.1.10.2 Measurement

1.1.10.3 Unit of Measure

1.1.11 Graded Crushed Aggregate Base

1.1.11.1 Payment

1.1.11.2 Measurement

SECTION 01 22 00 Page 1

1.1.11.3 Unit of Measure

1.1.12 Graded Crushed Aggregate for Roadway Shoulder

1.1.12.1 Payment

1.1.12.2 Measurement

1.1.12.3 Unit of Measure

1.1.13 Site Work

1.1.13.1 Payment

1.1.13.2 Unit of Measure

1.1.14 Sealing Cracks in Bituminous Pavement

1.1.14.1 Payment

1.1.14.2 Measurement

1.1.14.3 Unit of Measure

1.1.15 Sealing Cracks in Milled Bituminous Pavement

1.1.15.1 Payment

1.1.15.2 Measurement

1.1.15.3 Unit of Measure

1.1.16 Paint Markings, Crosswalks

1.1.16.1 Payment

1.1.16.2 Measurement

1.1.16.3 Unit of Measure

1.1.17 Paint Markings, 4" Parking

1.1.17.1 Payment

1.1.17.2 Measurement

1.1.17.3 Unit of Measure

1.1.18 Paint Markings, 4" Roadway Striping

1.1.18.1 Payment

1.1.18.2 Measurement

1.1.18.3 Unit of Measure

1.1.19 Install New Precast Concrete Wheel Stops

1.1.19.1 Payment

1.1.19.2 Measurement

1.1.19.3 Unit of Measure

1.1.20 Cold Milling Bituminous Pavement, 2" Average Depth

1.1.20.1 Payment

1.1.20.2 Measurement

1.1.20.3 Unit of Measure

1.1.21 Install New Gate Detector Loop

1.1.21.1 Payment

1.1.21.2 Measurement

1.1.21.3 Unit of Measure

1.1.22 Geotextile Fabric

1.1.22.1 Payment

1.1.22.2 Measurement

1.1.22.3 Unit of Measure

1.1.23 Stone Protection

1.1.23.1 Payment

1.1.23.2 Measurement

1.1.23.3 Unit of Measure

1.1.24 Excavation

1.1.24.1 Payment

1.1.24.2 Measurement

1.1.24.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

SECTION 01 22 00 Page 2

SECTION 01 22 00 Page 3

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

Payment items for the work of this contract 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 payment item, are included in the listed payment item most closely associated with the work involved. The payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Hot Mix Asphalt (HMA) for Roadways 220 LB/SY

1.1.1.1 Payment

Payment will be made for costs associated with Hot Mix Asphalt (HMA) for Roadways 220 LB/SY, which includes preparing and reconditioning the underlying layer, and other incidentals necessary to complete the work required by Section 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS. No payment will be made for defective areas until corrected.

1.1.1.2 Measurement

Hot Mix Asphalt (HMA) will be measured for payment based upon the number of tons (2,000 pounds) used in the accepted work. Contractor shall provide batch tickets for each load of asphalt delivered to the site. The batch tickets shall contain separate batch weights of the aggregate and bituminous material in the mix..

1.1.1.3 Unit of Measure

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

1.1.2 Grade and Compact Existing Roadway Base

1.1.2.1 Payment

Payment will be made for costs associated with Grade and Compact Existing Roadway Base that is graded and compacted in accordance with the design drawings, notes and Section 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED

AGGREGATE BASE COURSE.

1.1.2.2 Measurement

Grade and Compact Existing Roadway Base will be measured for payment based upon the number of square yards of existing roadway base acceptably graded and compacted.

SECTION 01 22 00 Page 4

1.1.2.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.3 Install 6" Polyethylene Drain Pipe

1.1.3.1 Payment

Payment will be made for costs associated with Install 6" Polyethylene Drain Pipe performed in accordance with the design drawings, notes, Section 33 40 00 STORM DRAINAGE UTILITIES, and Section 31 23 00 EXCAVATION AND FILL.

1.1.3.2 Measurement

Install 6" Polyethylene Drain Pipe will be measured for payment based upon the number of linear feet (LF) of acceptably installed polyethylene drain pipe to include all necessary fittings.

1.1.3.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.1.4 No. 57 Stone for French Drain

1.1.4.1 Payment

Payment will be made for costs associated with No. 57 Stone placed in accordance with the design drawings, notes and Section 32 11 23 AGGREGATE

AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE.

1.1.4.2 Measurement

Measure No. 57 Stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Weigh material in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.1.4.3 Unit of Measure

Unit of measure: Ton (2000 pounds).

1.1.5 Pavement/Base Demo and Removal, 12" depth

1.1.5.1 Payment

Payment will be made for costs associated with Pavement/Base Demo and Removal, 12" depth performed in accordance with Section 02 41 00 DEMOLITION.

1.1.5.2 Measurement

Pavement/Base Demo and Removal, 12" will be measured for payment based upon the number of square yards of pavement and base acceptably demolished and removed.

SECTION 01 22 00 Page 5

1.1.5.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.6 Pavement/Base Demo and Removal, 19" depth

1.1.6.1 Payment

Payment will be made for costs associated with Pavement/Base Demo and Removal, 19" depth performed in accordance with Section 02 41 00 DEMOLITION.

1.1.6.2 Measurement

Pavement/Base Demo and Removal, 19" will be measured for payment based upon the number of square yards of pavement and base acceptably demolished and removed.

1.1.6.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.7 Asphalt Pavement Shallow Patching Repair

1.1.7.1 Payment

Payment will be made for costs associated with Asphalt Pavement Shallow Patching Repair performed in accordance with the contract drawings and specifications.

1.1.7.2 Measurement

Asphalt Pavement Shallow Patching Repair will be measured for payment based upon the number of square yards of acceptably performed asphalt pavement repairs.

1.1.7.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.8 Asphalt Pavement Full Depth (Deep) Patching Repair

1.1.8.1 Payment

Payment will be made for costs associated with Asphalt Pavement Deep Patching Repair performed in accordance with the contract drawings and specifications.

1.1.8.2 Measurement

Asphalt Pavement Deep Patching Repair will be measured for payment based upon the number of square yards of acceptably performed asphalt pavement repairs.

1.1.8.3 Unit of Measure

Unit of measure: Square Yards (SY).

SECTION 01 22 00 Page 6

1.1.9 Sawcut Pavement, 4" Depth

1.1.9.1 Payment

Payment will be made for costs associated with Sawcut Pavement, 4" Depth performed in accordance with Section 32 01 17 SEALING CRACKS IN ASPHALT

PAVING.

1.1.9.2 Measurement

Sawcut Pavement, 4" Depth will be measured for payment based upon the number of linear feet of acceptably performed pavement sawing.

1.1.9.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.10 Sawcut Pavement, 2" Depth

1.1.10.1 Payment

Payment will be made for costs associated with Sawcut Pavement, 2" Depth performed in accordance with Section 32 01 17 SEALING CRACKS IN ASPHALT

PAVING.

1.1.10.2 Measurement

Sawcut Pavement, 2" Depth will be measured for payment based upon the number of linear feet of acceptably performed pavement sawing.

1.1.10.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.11 Graded Crushed Aggregate Base

1.1.11.1 Payment

Payment will be made for costs associated with Graded Crushed Aggregate Base placed in accordance with the design drawings and Section 32 11 23

AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE.

1.1.11.2 Measurement

Measure Graded Crushed Aggregate Base for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Weigh material in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.1.11.3 Unit of Measure

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

SECTION 01 22 00 Page 7

1.1.12 Graded Crushed Aggregate for Roadway Shoulder

1.1.12.1 Payment

Payment will be made for costs associated with Graded Crushed Aggregate for Roadway Shoulder placed in accordance with Section 32 11 23 AGGREGATE

AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE.

1.1.12.2 Measurement

Measure Graded Crushed Aggregate for Roadway Shoulder for payment by the short ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Weigh material in the presence of the Government representative.

The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.1.12.3 Unit of Measure

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

1.1.13 Site Work

1.1.13.1 Payment

Payment under Bid Item "Site Work" will be made at the contract single job price and will constitute full compensation for all work not otherwise covered under associated bid items listed for relevant work as required by the contract drawings and specifications.

1.1.13.2 Unit of Measure

Unit of measure: Job.

1.1.14 Sealing Cracks in Bituminous Pavement

1.1.14.1 Payment

Payment will be made for costs associated with Sealing Cracks in Bituminous Pavement performed in accordance with Section 32 01 17 SEALING CRACKS IN ASPHALT PAVING. Payment will be made at the contract unit bid price per linear foot for the sealing items scheduled. Include in the unit bid price the cost of all labor, materials, and the use of all equipment and tools required to complete the work.

1.1.14.2 Measurement

Determine the quantity of each sealing item to be paid for by actual measurement of the number of linear feet of in-place material that has been approved.

1.1.14.3 Unit of Measure

Unit of measure: Linear Feet (LF).

SECTION 01 22 00 Page 8

1.1.15 Sealing Cracks in Milled Bituminous Pavement

1.1.15.1 Payment

Payment will be made for costs associated with Sealing Cracks in Milled Bituminous Pavement performed in accordance with Section 32 01 17 SEALING

CRACKS IN ASPHALT PAVING.

1.1.15.2 Measurement

Sealing Cracks in Milled Bituminous Pavement will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.15.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.16 Paint Markings, Crosswalks

1.1.16.1 Payment

Payment will be made for costs associated with paint markings for crosswalks performed in accordance with Section 32 17 23 PAVEMENT MARKINGS.

1.1.16.2 Measurement

Paint markings for crosswalks will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.16.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.17 Paint Markings, 4" Parking

1.1.17.1 Payment

Payment will be made for costs associated with paint markings for 4" parking performed in accordance with Section 32 17 23 PAVEMENT MARKINGS.

1.1.17.2 Measurement

Paint markings for 4" pavement will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.17.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.18 Paint Markings, 4" Roadway Striping

1.1.18.1 Payment

Payment will be made for costs associated with paint markings for 4" roadway striping performed in accordance with Section 32 17 23 PAVEMENT

MARKINGS.

SECTION 01 22 00 Page 9

1.1.18.2 Measurement

Paint markings for 4" roadway striping will be measured for payment based upon the number of linear feet of acceptably performed work.

1.1.18.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.1.19 Install New Precast Concrete Wheel Stops

1.1.19.1 Payment

Payment will be made for costs associated with Installing New Precast Concrete Wheel Stops performed in accordance with the contract drawings and specifications. The new precast concrete wheel stops shall be placed and affixed in position in accordance to KYTC standards and per COR approval prior to payment.

1.1.19.2 Measurement

Installing New Precast Concrete Wheel Stops will be measured for payment based upon the number of acceptably installed new precast concrete wheel stops.

1.1.19.3 Unit of Measure

Unit of measure: Each (EA).

1.1.20 Cold Milling Bituminous Pavement, 2" Average Depth

1.1.20.1 Payment

Payment will be made for costs associated with cold milling bituminous pavement performed in accordance with the contract drawings and Section 32 01 16 COLD MILLING ASPHALT PAVING. Payment will be to the nearest square yard. Unit price shall include the cost for haul and disposal of millings in accordance with the contract drawings and specifications. No payment will be made for milling outside the specified area of work.

1.1.20.2 Measurement

The quantity of milled pavement will be the number of square yards completed and accepted as determined by the Contracting Officer. Determine the number of square yards of milled pavement by measuring the length and width of the milled surface within the specified work area. Measure the width of the area to the closest inch and measure the length of the area to the closest foot.

1.1.20.3 Unit of Measure

Unit of measure: Square Yards (SY).

1.1.21 Install New Gate Detector Loop

1.1.21.1 Payment

Payment will be made for costs associated with Installing New Gate Detector Loop performed in accordance with the contract drawings and specifications.

SECTION 01 22 00 Page 10

1.1.21.2 Measurement

Installing New Gate Detector Loop will be measured for payment based upon the number of acceptably installed Gate Detector Loops.

1.1.21.3 Unit of Measure

Unit of measure: Each (EA).

1.1.22 Geotextile Fabric

1.1.22.1 Payment

Payment will be made for costs associated with procuring and installing geotextile as shown in the contract drawings, notes and specified in Section 31 05 22 GEOTEXTILES USED AS FILTERS. Payment for placing geotextile fabric will be made at the contract unit price per square yard (SY) for "Geotextile Fabric," 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.

1.1.22.2 Measurement

Installed geotextiles will be measured for payment in place to the nearest square yard of protected area. 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.

1.1.22.3 Unit of Measure

Unit of measure: Square Yard

1.1.23 Stone Protection

1.1.23.1 Payment

Payment for riprap acceptably placed at the River Road site will be made at the applicable contract unit price per ton 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.

1.1.23.2 Measurement

No payment will be made for excess riprap left in place. 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

SECTION 01 22 00 Page 11 certificates furnished by a public weighmaster will be acceptable.

Quantities shall be computed to the nearest whole ton.

1.1.23.3 Unit of Measure

Unit of measure: Ton (TON).

1.1.24 Excavation

1.1.24.1 Payment

Payment will be made for costs associated with excavation and grading activities as shown in the contract drawings and specified in Section 31 00 00 EARTHWORK and Section 31 23 00 EXCAVATION AND FILL. Payment for excavation and grading will be made at the contract unit price per cubic yard for "Earthwork".

1.1.24.2 Measurement

The unit of measurement for Earthwork will be the cubic yard, computed by the average end area method from cross sections survey data taken before and after the satisfactory excavation and grading and submitted by the Contractor for acceptance by the COR.

1.1.24.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar 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 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE FOR SMALL CONTRACTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Contractor Software

2.1.1.1 Primavera

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 Contract Milestones and Constraints

3.3.6.1 Project Start Date Milestone

3.3.6.2 End Project Finish Milestone

3.3.6.3 Interim Completion Dates and Constraints

3.3.6.3.1 Start Phase

3.3.6.3.2 End Phase

3.3.7 Calendars

3.3.8 Open Ended Logic

3.3.9 Default Progress Data Disallowed

3.3.10 Out-of-Sequence Progress

3.3.11 Added and Deleted Activities

3.3.12 Original Durations

3.3.13 Leads, Lags, and Start to Finish Relationships

3.3.14 Retained Logic

3.3.15 Percent Complete

3.3.16 Remaining Duration

3.3.17 Cost Loading of Closeout Activities

3.3.17.1 As-Built Drawings

3.3.18 Anticipated Adverse Weather

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

SECTION 01 32 01 Page 1

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Narrative Report

3.5.2 Schedule Reports

3.5.2.1 Activity Report

3.5.2.2 Logic Report

3.5.2.3 Total Float Report

3.5.2.4 Earnings Report by CLIN

3.5.3 Network Diagram

3.5.3.1 Continuous Flow

3.5.3.2 Project Milestone Dates

3.5.3.3 Critical Path

3.5.3.4 Banding

3.5.3.5 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 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01 Page 2

SECTION 01 32 01

PROJECT SCHEDULE FOR SMALL CONTRACTS

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

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.

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 Contractor Software

Scheduling software used by the contractor must be capable of meeting all

SECTION 01 32 01 Page 3 requirements of this specification.

2.1.1.1 Primavera

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. 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:

SECTION 01 32 01 Page 4

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 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: 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 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.

3.3.6.1 Project Start Date Milestone

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged,"

SECTION 01 32 01 Page 5

3.3.6.2 End Project Finish Milestone

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.

3.3.6.3 Interim Completion Dates and Constraints

3.3.6.3.1 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.

3.3.6.3.2 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.

3.3.7 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.

3.3.8 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.

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

3.3.9 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

SECTION 01 32 01 Page 6 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.

3.3.10 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.

3.3.11 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.

3.3.12 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.

3.3.13 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.

3.3.14 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). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

3.3.15 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.

3.3.16 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining

SECTION 01 32 01 Page 7 duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

3.3.17 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.17.1 As-Built Drawings

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than $35,000 or 1 percent of the present contract value, which ever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.

3.3.18 Anticipated Adverse Weather

Paragraph applicable to contracts with clause entitled TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

3.3.19 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

3.4.1 Preliminary Project Schedule Submission

Within 15 calendar days after contract award submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely

SECTION 01 32 01 Page 8 cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, planned submissions of all early design packages, permitting activities, design review conference activities, and other non-construction activities intended to occur within the first 90 calendar days. Government acceptance of the associated design package(s) and all other specified Program and Plan approvals must occur prior to any planned construction activities. Activity code any activities that are summary in nature after the first 90 calendar days with Bid Item (CLIN) code (BIDI), Responsibility Code (RESP) and Feature of Work code

(FOW).

3.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within 42 calendar days after notice to proceed is issued. The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. No payment will be made for work items not fully detailed in the Project Schedule.

3.4.3 Periodic Schedule Updates

Update the Project Schedule on a regular basis, monthly at a minimum.

Provide a draft Periodic Schedule Update for review at the schedule update meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS.

These updates will enable the Government to assess Contractor's progress.

a. Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

b. AS and AF dates must match the date(s) reported on the Contractor's Quality Control Report for an activity start or finish.

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Preliminary Schedule, Initial Schedule, and every Periodic Schedule Update throughout the life of the project:

3.5.1 Narrative Report

Provide a Narrative Report with each schedule submission. The Narrative Report is expected to communicate to the Government the thorough analysis of the schedule output and the plans to compensate for any problems, either current or potential, which are revealed through that analysis. Include the following information as minimum in the Narrative Report:

a. Identify and discuss the work scheduled to start in the next update period.

b. A description of activities along the two most critical paths where the total float is less than or equal to 20 work days.

SECTION 01 32 01 Page 9

c. A description of current and anticipated problem areas or delaying factors and their impact and an explanation of corrective actions taken or required to be taken.

d. Identify and explain why activities based on their calculated late dates should have either started or finished during the update period but did not.

e. Identify and discuss all schedule changes by activity ID and activity name including what specifically was changed and why the change was needed.